HomeMy WebLinkAboutContract #: 001539 - From: To: - Exception - Exceptions
Of Massachusetts�� ■�'The Construction Testing Peoplew
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
All File Test reports will be discarded 6 months after completion of our services.
CC:
Company Name Contact Name Invoice Type
Town of North Andover Ray Santilli Original
Delivery Method
Email And Mail
Invoice Date:
05/08/2015
TO: Town of North
Andover
Page:
1
Ray
Santilli
120
Main Street
Invoice Number:
60335
North Andover,
MA 01845
Job Number:
17276
Terms:
Due Upon Receipt
Project: North Andover School Admin. Building
566 Main Street, North Andover, MA
DATE
QUANTITY
DESCRIPTION
RATE
AMOUNT
04/14/15
1.00
Min/Soils
120.00
120.00
04/14/15
1.00
Travel
30.00
30.00
04/16/15
1.00
Min/Soils
120.00
120.00
04/16/15
1.00
Travel
30.00
30.00
04/20/15
1.00
Min/Soils
120.00
120.00
04/20/15
1.00
Travel
30.00
30.00
05/04/15
1.00
Min/Soils
120.00
120.00
05/04/15
1.00
Travel
30.00
30.00
TOTAL THIS INVOICE:
r__;.0-00
All File Test reports will be discarded 6 months after completion of our services.
CC:
Company Name Contact Name Invoice Type
Town of North Andover Ray Santilli Original
Delivery Method
Email And Mail
Purchase Order Town of North Andover No. 155321
120 Main Street
North Andover MA 01845
P.O. Date: 05/20/2015 Questions ? Ext: Account:
P.O. Issued To: Ship To:
UTS of Mass Inc Assistant Town Manager
5 Richardson Lane Attn: Ray Santilli
Stoneham MA 02180 120 Main Street
North Andover MA 01845
Contact: Location: Assistant Town Manager (978) 688-9516
Phone: (781)438-7755 Fax: (781)438-6216 Project: Undesignated Req# 155771
Reference: Date Required: 06/03/2015 Award Number:
Line Qty Unit Part# Description Account Number Unit Price Extended Tax Freight
1 600 EA School Department 3093320.1.1.0123.6310.3.580000.0000.0000.00.00 1.00 600.00 0.00 0.00
Administration Building
project - soil tests
Approval Log
Approved By Date Notes
rsantilli 05/19/15 Requisition Submitted for Approval
Isavage 05/20/15
Isavage 05/20/15 Purchase Order Created
APPROVAL SIGNATURES:
NOTES:
Sub -Total:
600.00
Freight:
0.00
Tax:
0.00
Total Amount:
600.00
Order Via: Mail
FILE COPY
Thursday, May 21, 2015 Page 1 of 1
.1
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
-Page 1
Report Date 05-04-2015
Report No. 15
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
WEATHER:
TIME: 7:00 AM
CONTACT:Eric Syr of New England Builders
PURPOSE: Observe earthwork construction and perform density tests
EQUIPMENT: None
TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer
TITLE: ❑ Inspector ❑ Staff Enaineer ❑ Engineer
OBSERVATIONS:
The purpose of this visit was to perform field density compaction testing on the pavement base located
in the parking roadway area. Compaction was done prior to the writer's arrival on site. The area
appeared to be firm, dry, and stable. A total of two field density compaction tests were taken
according ASTM D1556 Sand Cone method of testing. The earthwork observed does conform to the minimum
requirements of 95% compaction. These observations were related to Mr. Syr prior to departure.
Inspector
Name
Premium
Time I Hours
Maximum
Field
No Min Day
1 Hr(s)
Test
Percent
Dry
Dry'
Percent
Elevation
No.
Moisture
Density
Density;
Compaction
Location
(Feet)
1
7.0
138.3
136.1
98.4
See sketch
Finish grade
2
7.0
138.3
135.8
1 98.21
See sketch
Finish grade
OBSERVATIONS:
The purpose of this visit was to perform field density compaction testing on the pavement base located
in the parking roadway area. Compaction was done prior to the writer's arrival on site. The area
appeared to be firm, dry, and stable. A total of two field density compaction tests were taken
according ASTM D1556 Sand Cone method of testing. The earthwork observed does conform to the minimum
requirements of 95% compaction. These observations were related to Mr. Syr prior to departure.
Inspector
Name
Premium
Time I Hours
Travel
Time
Michael McDonald
No Min Day
1 Hr(s)
REVIEWED BY: Chuck Fraser e��
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover
New England Builders & Const.
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
UTS of Massachusetts, Inc. Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 05-04-2015
Report No. 15
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
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Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report Report Date
Report No.
Distribution Copy Job Number
Project
Contractor
WEATHER: 550
-Page 1
04-20-2015
14
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
TIME: 7:00 a.m.
CONTACT:Henry Sarkis/Eric Cyr of New England Builders & Const.
PURPOSE: Observe earthwork construction and perform field density test
EQUIPMENT: Excavator, Heavv Vibratory Roller
TEST METHOD: ® Sand Cone ❑ Nuclear Densometer
TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for pavement base.
The writer observed the contractor already placed fill, F -C gravel, some sand, trace silt, for pavement
base. The contractor placed one foot a lift of fill for pavement base and used a heavy vibratory
-roller making back and forth passes for compaction. The pavement base compaction was stable and firm.
A total of 1 field density tests were performed using the ASTM D1556 Sand Cone method of testing.
The earthwork observed/tested does conform to minimum requirements of 95% compaction.
These observations/testing results were reported to Mr. Cyr during this visit.
Inspector
Name
Premium
Time Hours
Maximum
Field
No Min Day
1 Hr(s)
Test
Percent
Dry
Dry
Percent
Elevation
No.
Moisture
Density
Density
Compaction
Location
(Feet)
1
4.0
138.3
134.7
97.4
See Sketch -Pavement base
86.5
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for pavement base.
The writer observed the contractor already placed fill, F -C gravel, some sand, trace silt, for pavement
base. The contractor placed one foot a lift of fill for pavement base and used a heavy vibratory
-roller making back and forth passes for compaction. The pavement base compaction was stable and firm.
A total of 1 field density tests were performed using the ASTM D1556 Sand Cone method of testing.
The earthwork observed/tested does conform to minimum requirements of 95% compaction.
These observations/testing results were reported to Mr. Cyr during this visit.
Inspector
Name
Premium
Time Hours
Travel
Time
Jitesh Patel
No Min Day
1 Hr(s)
REVIEWED BY: Chuck Fraser
Our reports are available in PDF form via email. Please email us at reports@utso£mass.com for more information.
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
Cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Report Date 04-20-2015
Report No. 14
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 04-20-2015
Report No. 14
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
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Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
WEATHER: Clear
TIME: 7:30 AM
-Page 1
Report Date 04-16-2015
Report No. 13
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
CONTACT:Henry Sarkis of New England Builders & Const.
PURPOSE: Observe earthwork construction and perform field density tests.
EQUIPMENT: Bobcat 5300, Volvo Heavy Roller
TEST METHOD: ® Sand Cone ❑ Nuclear Densometer
TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer
Test
No.
Percent
Moisture
Maximum
Dry
Density
Field
Dry
Density
Percent
Compaction Location
Elevation
(Feet)
1
5.3
138.3
133.9
96.8 See Sketch
2
1 5.3
138.3
134.3
97.1 See Sketch
3
5.3
138.3
132.9
96.1 See Sketch
4
5.3
138.3
135.5
98.0 See Sketch
5
5.3
138.3
134.3
97.1 See Sketch
6
5.3
138.3
135.3
97.8 See Sketch
7
5.3
138.3E
133.9
96.8 See Sketch
8
5.3
138.31
132.8
1 96.0 See Sketch
OBSERVATIONS:
.This report follows a site visit to observe/test the earthwork.
A site visit was made to the referenced project to observe the placement of pavement base and to
perform density testing. Lifts of the dense grade material continued. Each lift observed to approx. 6
to 8 inches and vibratory compacted by the Volvo heavy roller. A total of eight (8) field density
tests were performed using the ASTM D 1556 Sand Cone method. Soil description: F/C gravel, some sand,
trace silt; off-site source. The earthwork observed/tested does conform to project specification
minimum requirements of 95% compaction.
These observations and/or testing results were reported to Mr. Henry Sarkis of New England Builders &
Const. during this visit.
Inspector Premium Travel
Name Time I Hours Time
MacKenzie Sharp No Min Day 1 Hr(s)
.y
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
Page 2
Report Date 04-16-2015
Report No. 13
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
.REVIEWED BY: Chuck Fraser ex��
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 04-16-2015
Report No. 13
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
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Of Massachusetts.
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781438-7755 (Voice) 781438-6216 (Fax)
Soil Inspection Report Report Date
Report No.
Distribution Copy
Job Number
Project
Contractor
WEATHER: Cloudy, 55-650
TIME: 8:00 AM
-Page 1
04-14-2015
12
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
CONTACT:Henry Sarkis of New England Builders & Const.
PURPOSE: Observe earthwork construction and perform field density tests.
EQUIPMENT: S300 Bobcat, Volvo Heavy Roller
TEST METHOD: ® Sand Cone ❑ Nuclear Densometer
TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer
Test
No.
Percent
Moisture
Maximum
Dry
Density
Field
Dry
Density
Percent
Compaction
Elevation
Location (Feet)
1
6.4
138.3
137.1
99.2
See Sketch
2 1
6.4
138.3
136.1
98.4
See Sketch
3
6.4
138.3
136.0
98.3
See Sketch
4
6.4
138.3
135.9
98.3
See Sketch
5
6.4
138.3
136.6
98.8
See Sketch
6
6.4
138.3
134.4
97.2
See Sketch
7
6.4
138.3
134.0
96.9
See Sketch
8
6.4
138.3
134.9
97.6
See Sketch
9
6.4
138.3
136.3
98.6
See Sketch
10
6.4
138.3
136.0
98.3
See Sketch
'OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for Pavement Base.
A site visit was made to the referenced project to observe the placement of the pavement base and to
perform density testing. An off-site dense grade material was mechanically placed by the bobcat in
approximate 6 to 8 inch lifts. Each lift observed was vibratory compacted by the heavy roller. A
total of ten (10) field density tests were performed using the ASTM D 1556 Sand Cone method. The
earthwork observed/tested does conform to project specification minimum requirements of 95% compaction.
These observations and/or testing results were reported to Mr. Henry Sarkis during this visit.
Inspector
Name
Premium
Time
I Hours
Travel
Time
MacKenzie Sharp
No
Min Day
1 Hr(s)
0
Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
.REVIEWED BY: Chuck Fraser
Page 2
Report Date 04-14-2015
Report No. 12
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 04-14-2015
Report No. 12
Job Number 17276
Project North Andover School Admin. Building
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Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
To: Town of North Andover
Ray Santilli
120 Main Street
North Andover, MA 01845
Project: North Andover School Admin. Building
566 Main Street, North Andover, MA
Invoice Date: 11/21/2014
Page: 1
Invoice Number: 58433
Job Number: 17276
Terms: Due Upon Receipt
DATE
QUANTITY
DESCRIPTION
RATE
AMOUNT
11/19/14
1.00
Max/Wood Framing
260.00
260.00
11/19/14
1.00
Travel
30.00
30.00
TOTAL THIS INVOICE: 290.00
All File Test reports will be discarded 6 months after completion of our services.
CC:
Y
Company Name Contact Name Invoice Type Delivery Method
Town of North Andover Ray Santilli Original Email And Mail
fl=ml RPF
TESTING
Environmental
& CONSULTING SERVICES
Hazardous Materials Inspection & Assessment
Asbestos, Mold, Lead Paint, Radon, PCBs
Air Quality Testing and Investigations
Industrial Hygiene, Safety &Training
October 10, 2013
Mr. Stephen Foster
Town of North Andover
Facilities Director
North Andover DPW
384 Osgood Street
North Andover, MA 01845
Re: Former North Andover Police Department
Building Survey Findings
RPF File No. 135704
Dear Steve,
On September 23, 2013, RPF Environmental, Inc. (RPF) conducted a survey at the former North
Andover Police Department located at 566 Main Street in North Andover, Massachusetts. The
survey was performed throughout the building as designated by you or your site representative
for accessible hazardous building material as indicated herein. Below is a summary of findings,
discussion of the results and preliminary recommendations for proper management of the
identified hazardous building material. Attached to this report are the survey data tables,
laboratory results, survey methodologies and limitations.
This report is not intended to be used as an abatement specification or work plan. To proceed
with abatement work, the following important steps are necessary:
1. A work plan or project design documents must be prepared prior to abatement by a
certified abatement project designer.
2. The abatement specification or work plan should then be used to solicit bids from
qualified abatement contractors. Only properly licensed contractors should be used for
asbestos abatement and disposal.
3. A qualified industrial hygiene/testing consultant should conduct sufficient testing and
inspections of the work, independent of the abatement contractor. The consultant should
also prepare final abatement reports for the work.
Summary of Findings
The former North Andover Police Department is a two story brick building with an attached
modular unit.
9RPF EnNironmental • www.airpf.com
Town of North Andover 566 Main Street North Andover, MA
Building Survey Findings Page 2
The scope of the survey included accessible asbestos -containing building material in accordance
with the initial asbestos inspection requirements prior to renovation or demolition work as stated
in the State regulations and applicable federal regulations. In addition, the survey included
preliminary screening for polychlorinated biphenyls (PCB) caulk and light ballasts, mercury
switches, and fluorescent light bulbs.
Asbestos
Several types of suspect asbestos -containing building material (ACBM) were observed
by RPF, including friable and nonfriable suspect material. Based on the testing
performed by RPF asbestos was detected in the following materials:
Flooring mastic • Covebase mastic
Ceramic floor tile mastic • Door caulk
Polychlorinated Biphenyls, Mercury, Refrigerants
Based on the RPF visual observations, fluorescent light bulbs are present in the building
and it is assumed that some of the older ballasts contain PCBs. PCBs were not detected
in the preliminary screening samples of caulking for PCBs. Mercury containing
switches/thermostats were also observed during this survey.
Depending on the extent of renovation and final construction plans, proper abatement and/or
management of the materials will be required in accordance with applicable State and federal
regulations. Renovation and demolition plans should be reviewed by a certified industrial
hygienist and a licensed project designer for possible asbestos impact issues. Based on the
impact assessment and planned usage, technical specifications should be prepared for abatement,
as applicable. A management plan should also be prepared to address any asbestos or other
hazardous material scheduled to remain after construction.
Discussion of Findings
Asbestos-Containiniz Building Material
Asbestos is the name for a group of naturally occurring minerals that separate into strong, very
fine fibers. The adverse health effects associated with asbestos exposure have been extensively
studied for many years. Results of these studies and epidemiological investigations have
demonstrated that inhalation of asbestos fibers may lead to increased risk of developing one or
more diseases. In all cases, extreme care must be used not to disturb asbestos -containing
materials or to create fiber release episodes.
In the accessible locations surveyed, RPF identified twenty (20) homogeneous groups of
accessible suspect asbestos -containing building material. Suspect materials were identified
based on current industry standards, EPA, and other guideline listings of potential suspect
ACBM. A total of sixty-two (62) samples were extracted from the different groups of suspect
O RPF Environmental • www.airpf.com
Town of North Andover 566 Main Street North Andover, MA
Building Survey Findings Page 3
material in accordance with EPA sampling protocols. Of the samples collected by RPF, asbestos
was detected in five (5) groups of suspect ACBM.
Table 1 of Appendix A includes a list of ACBM identified in the building, EPA category listings,
and asbestos content. A listing of the different homogenous groups of suspect material
identified, samples collected, and analytical results is included in Table 2 of Appendix A.
The ACBM identified during this survey consists of nonfriable material. The nonfriable ACBM
was observed to be in good to fair condition and, left undisturbed and properly managed, is
unlikely to cause any major fiber release episodes. There is the possibility that additional
concealed ACBM is present also.
PCB Light Ballasts and Fluorescent Lamp Inventory
PCB or assumed PCB ballasts were observed by RPF throughout the building. For this survey,
RPF inventoried representative fluorescent lamps throughout the building. Visual spot checks of
accessible fixture ballasts were conducted throughout the survey areas. The ballasts inspected
were checked for a "No PCBs" label. Unmarked ballasts and ballasts without date stamps are
assumed to be PCB containing.
The ballasts in what appeared to be several of the older lighting units could not be checked
during the survey due to accessibility during the survey. The ballasts should be assumed to
contain PCB. RPF observed approximately 40 ballasts throughout the facility.
With regard to light ballasts, approximately half were manufactured prior to 1979 and nearly all
pre -1979 ballasts contain PCBs. Ballasts manufactured after July 1, 1978 and that do not contain
PCBs are required to be clearly marked "No PCBs". Please note that is possible that post 1979
ballasts may contain some PCBs in the capacitor oils and more information should be requested
if needed for applicable State and federal agencies. PCBs may also be present in common
household appliances with small capacitors and as dielectric fluids other electric equipment such
as transformers, switches and voltage regulators. Documentation of current conditions and in-
depth hazard assessments is beyond the scope -of -work for this initial survey.
PCB and non -PCB ballasts should be segregated and packaged for waste disposal in accordance
with State and federal requirements. There is a substantial cost difference for disposal of PCB
ballasts versus non -PCB ballasts. It is also recommended that prior to proceeding with site work,
it be requested that the Client or Building Owner provide documentation of PCB ballasts
removed and replaced in the building, if available.
PCB are known to have been used improperly in the manufacturing of various building caulk and
paint materials and are highly regulated by the US EPA. RPF performed limited testing of paint
and caulking materials for PCB's.
In addition, the scope of this survey included screening for possible PCB in caulk. Composite
bulk sampling of the various predominant suspect caulking observed was completed and analysis
was performed by gas chromatography (GC) via EPA Method 3540C/80982. Based on this
H RPF FnNironrnrntal • www.airpfcom
Town of North Andover 566 Main Street North Andover, MA
Building Survey Findings Pam
limited testing, PCB's were not detected above the detection limit in the paint samples or the
caulking sample. Table 3 in Appendix A includes a list of the results and locations for the PCB
testing performed.
PCBs have been shown to cause chronic toxic effects and are a human carcinogen. PCBs are
toxic according to the U.S. EPA and are a regulated material. The two primary federal laws that
affect the handling of PCBs are the Toxic Substance Control Act and the Superfund Law
(CERCLA). Other regulations include various State requirements, Department of
Transportation, U.S. OSHA, and the Resource Conservation and Recovery Act. The regulations
establish various requirements for the removal, handling, storage and disposal of PCBs.
Visual Observations for Mercury Switches
Based on the spot checks by RPF, approximately four (4) mercury switches and thermostats were
observed in the survey areas. In addition approximately 100 fluorescent light tubes are present
with potential mercury content. It is possible that additional switches, bulbs, thermostats or heat
detection devices may be encountered during renovation or demolition work and care should be
used to properly handle such materials.
Conclusions
Based on the survey findings, the building was found to contain ACBM and other hazardous
building material.
In accordance with current regulatory requirements, ACBM that may be impacted or disturbed
(such that asbestos fiber release occurs) by renovation, demolition or other such activity must be
removed by qualified, licensed firms. Although regulations for removal of nonfriable ACBM are
somewhat less stringent than the requirements for friable ACBM, it should be noted that
nonfriable ACBM that is subjected to grinding, abrasion, and other forces, could be rendered
friable. In this event, the nonfriable ACBM would be re -categorized friable ACBM.
ACBM that will not be impacted by renovation or demolition activity may be left in place if
managed properly and if the materials are maintained in good condition. ACBM to remain in the
building should be included in an asbestos management plan and operations and maintenance
(O&M) program detailing the measures to be used to safely occupy the building until the ACBM.
is fully removed. An accredited Management Planner should prepare the O&M Program in
accordance with the guidelines set forth in 40 CFR Part 763 (AHERA).
Work impacting fluorescent light bulbs, mercury (and potential PCB ballasts) must be performed
in accordance with current State and federal standards, including but not limited safe work
practices, engineering controls, proper waste packaging, and proper disposal. Work involving
LP may require notification of tenants, if rented or leased space, prior to start of work.
Sufficiently in advance of the start of renovation and/or remediation work, abatement project
design should be completed. As part the initial design steps any planned renovation and
®RPF EnvironinmW • www.airpfcom
Town of North Andover 566 Main Street North Andover, MA
Building Survey Findings Page 5
demolition activity should be reviewed for potential impact on ACBM. Asbestos removal is
highly regulated at the State and federal level, and in some cases, at the local level also.
Notification to MA DEP is required 10 -days prior to the start of interior abatement work and
demolition. Only qualified, trained, and licensed firms, as applicable, should be engaged to
complete asbestos removal or other abatement activity. Asbestos abatement work must be
designed (abatement specifications or work plan prepared) by accredited personnel.
All employees and contractors that may access or otherwise disturb areas with suspect ACBM
present should be notified of the presence of ACBM and possible hidden ACBM, and the need to
use caution when proceeding with work. Appropriate notifications, labeling and other hazard
communications should be completed to all employees, contractors and others in accordance
with US OSHA regulations and other applicable requirements (including asbestos labeling in
accordance with 29 CFR Part 1926). The scope of RPF services for this survey did not include
labeling of ACBM or hazard communications to other employees, building occupants,
contractors, or subcontractors.
Documentation of current ACBM conditions and in-depth hazard assessment is beyond the
scope -of -work for this initial survey. With the exception of the specific testing and analysis
detailed herein, no other samples of materials, oil, water, ground water, air, or other suspect
hazardous materials were collected in the course of this inspection that supports or denies these
conclusions. No additional services beyond those explicitly stated herein were performed and
none should be inferred or implied. The summary and conclusions are based on reasonably
ascertainable information as described in this report. RPF Environmental, Inc. makes no
guarantees, warranties, or references regarding this property or the condition of the property after
the period of this report.
If you have any questions at this time, or if you would like to discuss the remediation process,
please call our office.
Sincerely,
RPF ENVIRONMENTAL, INC.
Ka a Forsythe
EH&S Consultant
Enclosures:
Appendix A: Data and Analytical Tables
Appendix B: Example Pictures and Sketch
Appendix C: Summary of Methodology and Limitations
135704 Former PD Rpt 101013
®RPF Environmental • www.airp€.cam
APPENDIX A
ORPF Environmental
TESTING & CONSULTING SERVICES
Hazardous Materials Inspection & Assessment
Asbestos, Mold, Lead Paint, Radon, PCBs
Air Quality Testing and Investigations
Industrial Hygiene, Safety &Training
TABLE 1
Former North Andover Police Department
566 Main Street
SUMMARY OF ACBM IDENTIFIED
Building Material
Location
Approximate
EPA
Asbestos
Quantity
Cate o
Results
Flooring Mastic
15' floor: entrance area and hall,
1,550 sq. ft
Category 1
5% Chrysotile
(associated with 9" and
command center, administrative
Nonfriable
12" floor tile)
services hall, administrative
services offices, chief of police,
file/copy room and storage room.
Ceramic tile mastic
I" floor: men and women's
250 sq. ft
Category 11
3% Chrysotile
bathroom, chief of police bathroom,
Nonfriable
administrative managers office
Covebase mastic
151 floor: entrance area and hall,
2001f
Category I1
2% Chrysotile
command center, administrative
Nonfriable
services hall, main hallway, chief of
police office, file/copy room and
storage room.
Door caulk
Exterior main entrance
401f
Category 11
3% Chrysotile
Nonfriable
Notes:
• Please note that Category 1 and Category 2 nonfriable ACM are recategorized as friable and/or FACM under certain
conditions. Current State asbestos regulations are more strict and comprehensive than the EPA NESHAPs
requirements.
• All quantities are approximate only and should be confirmed during abatement project design and abatement bidding.
• It is possible that some concealed or inaccessible ACBM is present. Care should be used when renovating/demolishing
inaccessible building space. Further explorative survey work may be necessary during design and/or in conjunction
with demolition.
ORPF Environmental • www.airpf.com
MIMRPF Environmental
TESTING & CONSULTING SERVICES
Hazardous Materials Inspection & Assessment
Asbestos, Mold, Lead Paint, Radon, PCBs
TABLE 2 Air Quality Testing and Investigations
Industrial Hygiene, Safety &Training
TOWN OF NORTH ANDOVER
566 Main Street
SUMMARY OF BULK MATERIAL SAMPLING AND RESULTS
Polarized Light Microscopy — EPA 600/R-93/116 Method
Samples Collected: September 23, 2013
Sample ID
Sample Description
Asbestos
Other Content
Content
092313-HGO1
2x2 ceiling tiles, gray, I't floor, entrance area
No Asbestos
60% Cellulose, 10% Fiber Glass,
Detected
15% Perlite, 15% Non-fibrous
092313-HGOlb
2x2 ceiling tiles, gray, ls` floor, command center
No Asbestos
60% Cellulose, 10% Fiber Glass,
Detected
15%Perlite, 15% Non-fibrous
092313-HGOIc
2x2 ceiling tiles, gray, I" floor, administrative
No Asbestos
60% Cellulose, 10% Fiber Glass,
services
Detected
15%Perlite, 15% Non-fibrous
092313-HG02-
12" floor tile, dark brown, Is` floor, administrative
No Asbestos
100% Non-fibrous
Floor Tile
services hall
Detected
092313-HG02-
Mastic, black, 15t floor, administrative services
5% Chrysotile
95% Non-fibrous
Mastic
hall
092313-HG02b-
12" floor tile, dark brown, 15` floor, main entrance
No Asbestos
100% Non-fibrous
Floor Tile
hallway, north
Detected
092313-HG02b-
Mastic, black, I" floor, main entrance hallway,
*SFP
*SFP
Mastic
north
092313-HG02c-
12" floor tile, dark brown, ls` floor, main hallway,
No Asbestos
100% Non-fibrous
Floor Tile
south
Detected
092313-HG02c-
Mastic, black, I" floor, main hallway, south
*SFP
*SFP
Mastic
092313-HG03-
9" floor tile, tan, 15` floor, chief of police office
No Asbestos
100% Non-fibrous
Floor Tile
Detected
092313-HG03-
Mastic, black, 1" floor, chief of police office
5% Chrysotile
95% Non-fibrous
Mastic
092313-HG03b-
9" floor tile, tan, I" floor, administrative services
No Asbestos
100% Non-fibrous
Floor Tile
Detected
092313-HG03b-
Mastic, black, I" floor, administrative services
*SFP
*SFP
Mastic
092313-HG03c-
9" floor tile, tan, V floor, command center
No Asbestos
100% Non-fibrous
Floor Tile
Detected
092313-HG03c-
Mastic, black, I" floor, command center
*SFP
*SFP
Mastic
092313-HG04
Covebase mastic, yellow, 1" floor, original
2% Chrysotile
98% Non-fibrous
building, main hallway
Notes:
• Trace means less than 1%. SFP Means analysis was terminated because asbestos was detected on a previous homogenous
sample during the survey work. Please reference the "HG" group number.
• Please reference the full report for discussions and additional information and limitations pertaining to these results.
Page 1 of 4
R RPF Environmental • www.airpfcorn
TABLE 2 (continued)
TOWN OF NORTH ANDOVER
566 Main Street
RPF
TESTING
Environmental
& CONSULTING SERVICES
Hazardous Materials Inspection & Assessment
Asbestos, Mold, Lead Paint, Radon, PCBs
Air Quality Testing and Investigations
Industrial Hygiene, Safety &Training
SUMMARY OF BULK MATERIAL SAMPLING AND RESULTS
Polarized Light Microscopy — EPA 600/R-93/116 Method
Samples Collected: September 23, 2013
Sample ID
Sample Description
Asbestos
Other Content
Content
092313-HG04b
Covebase mastic, yellow, 1St floor, original
*SFP
*SFP
building, main hallway
092313-HG05
Formica with adhesive, blue, 1St floor, main
No Asbestos
35% Cellulose
reception area
Detected
65% Non-fibrous
092313-HG06
Ceramic tile floor grout, gray, I" floor,
No Asbestos
100% Non-fibrous
administrative manager's office
Detected
092313-HG06b
Ceramic tile floor grout, gray, l St floor, main
No Asbestos
100% Non-fibrous
entrance area bathroom
Detected
_
092313-HG07
Ceramic tile floor mastic, yellow, l St floor,
3% Chrysotile
97% Non-fibrous
administrative manager's office
092313-HG07b
Ceramic tile floor mastic, yellow, ]St floor, main
*SFP
*SFP
entrance area bathroom
092313-HG08
Ceramic tile wall grout, white, 1St floor, main
No Asbestos
100% Non-fibrous
entrance area bathroom
Detected
092313-HG08b
Ceramic tile wall grout, white, I" floor, main
No Asbestos
100% Non-fibrous
entrance area bathroom
Detected
092313-HG09
Ceramic tile wall mastic, yellow, I" floor, main
No Asbestos
100% Non-fibrous
entrance area bathroom
Detected
092313-HG09b
Ceramic tile wall mastic, yellow, 1St floor, main
No Asbestos
100% Non-fibrous
entrance area bathroom
Detected
092313-HGI O
Interior paper, blue; lower level, criminal
No Asbestos
80% Cellulose
investigation offices
Detected
20% Non-fibrous
092313 -HG ] Ob
Interior paper, blue, lower level, criminal
No Asbestos
80% Cellulose
investigation offices
Detected
20% Non-fibrous
092313-HGI 1
Gypsum board, gray, lower level, criminal
No Asbestos
10% Cellulose
investi ation office, wall, north
Detected
90% Non-fibrous
092313-HGI ] b
Gypsum board, gray, lower level, criminal
No Asbestos
5% Cellulose
investigation office, wall, northwest
Detected
95% Non-fibrous
092313 -HG 11 c
Gypsum board, gray, lower level, criminal
No Asbestos
5% Cellulose
investigation office, wall, west
Detected
95% Non-fibrous
092313 -HG] l d
Gypsum board, gray, lower level, criminal
No Asbestos
5% Cellulose
investigation office, wall, south
Detected
95% Non-fibrous
092313-HGI le
Gypsum board, gray, lower level, criminal
No Asbestos
5% Cellulose
investigation office,'wall, southeast
Detected
95% Non-fibrous
Notes:
• Trace means less than I%. SFP Means analysis was terminated because asbestos was detected on a previous homogenous
sample during the survey work. Please reference the "HG" group member.
• Please reference the full report for discussions and additional information and limitations pertaining to these results.
Page 2 of 4
ClWF Environmental - www.airpf.com
TABLE 2 (continued)
TOWN OF NORTH ANDOVER
566 Main Street
RPF Environmental
TESTING & CONSULTING SERVICES
5
Hazardous Materials Inspection & Assessment
Asbestos, Mold, Lead Paint, Radon, PCBs
Air Quality Testing and Investigations
Industrial Hygiene, Safety & Training
SUMMARY OF BULK MATERIAL SAMPLING AND RESULTS
Polarized Light Microscopy — EPA 600/R-93/116 Method
Samples Collected: September 23, 2013
Sample 1D
Sample Description
Asbestos
Other Content
Content
092313-14G12
Textured surfacing, white, lower level, criminal
No Asbestos
100% Non-fibrous
investigation offices, ceiling, center office
Detected
092313-HG12b
Textured surfacing, white, lower level, criminal
No Asbestos
100% Non-fibrous
investigation offices, ceiling, office 1
Detected
092313-HG12c
Textured surfacing, white, lower level, criminal
No Asbestos
100% Non-fibrous
investi ation offices, ceiling, office 2
Detected
092313-HG12d
Textured surfacing, white, lower level, criminal
No Asbestos
100% Non-fibrous
investi ation offices, ceiling, hall
Detected
092313-HG12e
Textured surfacing, white, lower level, criminal
No Asbestos
100% Non-fibrous
investigation offices, ceiling, open office
Detected
092313-HG13
Gypsum board with joint compound, gray, I"
No Asbestos
10% Cellulose
floor, main entrance, wall
Detected
90% Non-fibrous
092313-HG13b
Gypsum board with joint compound, gray, I"
No Asbestos
10% Cellulose
floor, dis atch and reception area, wall north
Detected
90% Non-fibrous
092313-HG13c
Gypsum board with joint compound, gray, ls`
No Asbestos
10% Cellulose
floor, dis atch and reception area, wall south
Detected
90% Non-fibrous
092313-HG14
Carpet mastic, yellow, V floor, administrative
No Asbestos
100% Non-fibrous
offices
Detected
092313 -HG 14b
Carpet mastic, yellow, I" floor, storage room
No Asbestos
100% Non-fibrous
Detected
092313 -HG 15
Carpet mastic, yellow, lower level, criminal
No Asbestos
100% Non-fibrous
investigation area
Detected
092313-HG15b
Carpet mastic, yellow, lower level, criminal
No Asbestos
100% Non-fibrous
investigation area
Detected
092313-HG16
Covebase mastic, yellow, lower level, criminal
No Asbestos
100% Non-fibrous
investigation area
Detected
092313-HG16b
Covebase mastic, yellow, lower level, criminal
No Asbestos
100% Non-fibrous
investigation area
Detected
092313-HG17
2x4 ceiling tiles, basement, court room area
No Asbestos
70% Cellulose, 15% Perlite
Detected
15% Non-fibrous
092313-HG17b
2x4 ceiling tiles, basement, storage
No Asbestos
70% Cellulose, 15% Perlite
Detected
15% Non-fibrous
092313 -HG 17c
2x4 ceiling tiles, basement, hallway
No Asbestos
70% Cellulose, 15% Perlite
Detected
15% Non-fibrous
Notes:
• Trace means less than 1%. SFP Means analysis was terminated because asbestos was detected on a previous homogenous
sample during the survey work. Please reference the "HG" group number.
• Please reference the full report for discussions and additional information and limitations pertaining to these results.
Page 3 of 4
ffiRPF Environmental • www.airpf.com
DRPF Environmental
TESTING & CONSULTING SERVICES
TABLE 2 (continued)
TOWN OF NORTH ANDOVER
566 Main Street
Hazardous Materials Inspection & Assessment
Asbestos, Mold, Lead Paint, Radon, PCBs
Air Quality Testing and Investigations
Industrial Hygiene, Safety&Training
SUMMARY OF BULK MATERIAL SAMPLING AND RESULTS
Polarized Light Microscopy — EPA 600/R-93/116 Method
Samples Collected: September 23, 2013
Sample ID
Sample Description
Asbestos
Other Content
Content
092313-HG18
Asphalt roofing, black and gray, exterior, main
No Asbestos
35% Cellulose
original building
Detected
65% Non-fibrous
092313-HG18b
Asphalt roofing, black and gray, exterior, main
No Asbestos
35% Cellulose
original building
Detected
65% Non-fibrous
092313-HG19
Asphalt roofing, black and gray, exterior, main
No Asbestos
45% Cellulose
ori final building
Detected
55% Non-fibrous
092313-HG19b
Asphalt roofing, black and gray, exterior, main
No Asbestos
45% Cellulose
ori incl building
Detected
55% Non-fibrous
092313-HG20
Door caulk, white, exterior, main building, main
3% Chrysotile
97% Non-fibrous
entrance
092313-HG20b
Door caulk, white, exterior, main building, main
*SFP
*SFP
entrance
092313-HG21
Window caulk, white, exterior, main building, east
No Asbestos
100% Non-fibrous
side
Detected
092313-HG21b
Window caulk, white, exterior, main building,
No Asbestos
100% Non-fibrous
west side
Detected
092313-HG22
Door caulk, gray, exterior, rear of original
No Asbestos
100% Non-fibrous
building, by garage
Detected
092313-HG22b
Door caulk, gray, exterior, rear of original
No Asbestos
100% Non-fibrous
building, by garage
Detected
135704
Notes:
• Trace means less than ] %. SFP Means analysis was terminated because asbestos was detected on a previous homogenous
sample during the survey work. Please reference the "HG" group number.
• Please reference the full report for discussions and additional information and limitations pertaining to these results.
Page 4 of 4
EIRPF Environmental • www.airpf.com
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APPENDIX B
Y
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1. Exterior rear view of the building and attached modular unit
✓. Au 1111111a Llan Vl. vt-1 lay !" 1\.1J1V111V V1111K, 111a3LIu allu L+vvCUQJC
✓.IV1Q11111a11WQy, L'1L.D1V1 IIVVllllb' 111aaLlk" CVVCUaSC Illaallc
anu mercury swlLcn on me wall.
APPENDIX B: SITE PHOTOGRAPHS
Site Address: Former Police Department
566 Main Street N. Andover, MA
2. Example of the ACBM flooring mastic in the Chief's office
Y. L:ACLI11t1IC U.l LIIC tA%-DlV1 GC1a1111G UIC 11UU1- IIIUNLIU III L11C
women's bathroom
IR
vironmen
TESTING & CONSULTING SERVICES
www.airpf.com
603-942-5432
Project No. 135704
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17
APPENDIX C
Summary of Methodology: Asbestos -Containing Building Materials Survey
EPA accredited inspector(s) surveyed accessible space in the building or site areas included within the
RPF Scope of Work (SOW) to identify suspect asbestos -containing building material (ACBM). Suspect
ACBM was inventoried and categorized into homogeneous groups of materials. To the extent indicated
in the report, samples were then extracted from the different groups of homogeneous materials in
accordance with applicable State and federal rules and regulations. For surveys in which the SOW
included full inspections of the affect space, sampling methodologies were based on the requirements set
forth in 40 CFR Part 763 (EPA) and 29 CFR Part 1926.1101 (OSHA). For preliminary or limited
surveys, findings apply to only the affected material or space as indicated in the RPF SOW and Report
and additional inspection and testing will be required to satisfy regulatory obligations associated with
renovation, demolition, maintenance and other occupational safety and health requirements.
Collected samples were individually placed into sealed containers, labeled, and submitted with proper
chain of custody forms to the RPF NVLAP-accredited vendor laboratory. Sample containers and tools
were cleaned after each sample was collected. Samples were analyzed for asbestos content using
polarized light microscopy (PLM). Although PLM is the method currently recognized in State and
federal regulations for asbestos identification in bulk samples, PLM may not be sensitive enough to detect
all of the asbestos fibers in certain types of materials, such as floor tile and other nonfriable ACBM. In
the event that more definitive results are requested in cases of with negative or trace results of asbestos
are detected, RPF recommends that confirmation testing be completed using transmission electron
microscopy.
For each homogeneous group of suspect material, a "stop at first positive" (SFP) method may have been
employed during the analysis. The SFP method is based on current EPA sampling protocols and means
that if one sample within a homogeneous group of suspect material is found to contain >1% asbestos, then
further analysis of that specific homogenous group samples is terminated and the entire homogeneous
group of material is considered to be ACBM regardless of the other sample results. This is based on the
potential for inconsistent mix of asbestos in the product yielding varying findings across the different
individual samples collected from the same homogeneous group. Unless otherwise noted in the report,
sample groups found to have 1% to <10% asbestos content are assumed to be ACBM; to rebut this
assumption further analysis with point count methods are required.
Inaccessible and hidden areas, including but not limited to wall/floor/ceiling cavity space, space with
obstructed access (such as fiberglass insulation above suspended ceilings), sub floors, interiors of
mechanical and process equipment, and similar spaces were not included in the inspection and care
should be used when accessing these areas in the future. Unless otherwise noted in the RPF Report,
destructive survey techniques were not employed during this survey.
In the event that additional suspect materials are encountered that are not addressed in this report, the
materials should be properly tested by an accredited inspector. For example, during renovation and
demolition it is likely that additional suspect material will be encountered and such suspect materials
should be assumed to be hazardous until proper inspection and testing occurs.
RPF followed applicable industry standards; however, various assumptions and limitations of the methods
can result in missed materials or misidentification of materials due several factors including but not
limited to: inaccessible space due to physical or safety constraints, space that is difficult to reach to fully
inspection, assumptions regarding the determination of homogenous groups of suspect material,
assumptions regarding attempts to conduct representative sampling, and potential for varying mixtures
and layers of material sampled not being representative of all areas of similar material. Also reference the
Limitations document attached to the report.
320 First NH Turnpike • Northwood, NH 03261 110 Haverhill (toad - Suite 354. Amesbury, kA 01913
P.603.942.5432 - F.603.942.5300 www.airpfcom P. 978.388.9114 - F. 603.942.5300
Summary of Methodology: Polychlorinated Biphenyls, Mercury and Refrigerants
Various, accessible fluorescent light fixtures were inspected to determine if the ballasts contain a "No
PCBs" label. Ballasts that do not have the "No PCBs" label are assumed to contain PCB.
Only limited fixtures were checked based on accessibility and safety concerns. Further inspection will be
required during the course of construction, maintenance, renovation and demolition.
Various equipment and machinery within the building may also contain PCB oils. Specific findings
relating to such equipment and machinery were not included in the RPF SOW.
It is common to find fluorescent light bulbs, thermostats and switches are present in buildings. RPF
performed a visual inspection of specific areas included in the RPF SOW in an attempt to identify such
materials. Findings are limited to the specific accessible space accessed by RPF.
Various compressor and refrigerant equipment may be present and is should be assumed that such
equipment contains Freon or other chlorofluorocarbons unless otherwise tested or documented. Although
general comment may be provided in the RPF Report, the specific identification of all potential Freon and
CFCs is not included in the RPF SOW.
The findings may or may not be fully representative of all of the entire building. Confirmation testing and
analysis of PCB, refrigerants and mercury was not included in the RPF SOW.
RPF followed applicable industry standards; however, RPF does not warrant or certify that all hazardous
material in or on the building has been identified and included in this report. Various assumptions and
limitations of the methods can result in missed materials or misidentification of materials due several
factors including but not limited to: inaccessible space due to physical or safety constraints, space that is
difficult to reach to fully inspection, electrical safety considerations, and assumptions relating to areas or
material being representative of other locations which in fact may not be representative. Also reference
the Limitations document attached to the report.
320 First NH Turnpike - Northwood, NH 03261 110 Haverhill Road • Suite 354 • Amesbury, MA 01913
P.603.942.5432 - F.603.942.5300 www.airpf.com R 978.388:9114 • F. 603.942.5300
LIMITATIONS
The observations and conclusions presented in the Report were based solely upon the services described
herein, and not on scientific tasks or procedures beyond the RPF Environmental, Inc. Scope of Work
(SOW) as discussed in the proposal and/or agreement. The conclusions and recommendations are based
on visual observations and testing, limited as indicated in the Report, and were arrived at in accordance
with generally accepted standards of industrial hygiene practice and asbestos professionals. The nature of
this survey or monitoring service was limited as indicated herein and in the report or letter of findings.
Further testing, survey, and analysis is required to provide more definitive results and findings.
2. For site survey work, observations were made of the designated accessible areas of the site as indicated in
the Report. While it was the intent of RPF to conduct a survey to the degree indicated, it is important to
note that not all suspect ACBM material in the designated areas were specifically assessed and visibility
was limited, as indicated, due to the presence of furnishings, equipment, solid walls and solid or
suspended ceilings throughout the facility and/or other site conditions. Asbestos or hazardous material
may have been used and may be present in areas where detection and assessment is difficult until
renovation and/or demolition proceeds. Access and observations relating to electrical and mechanical
systems within the building were restricted or not feasible to prevent damage to the systems and minimize
safety hazards to the survey team.
Although assumptions may have been stated regarding the potential presence of inaccessible or concealed
asbestos and other hazardous material, full inspection findings for all asbestos and other hazardous
material requires the use of frill destructive survey methods to identify possible inaccessible suspect
material and this level of survey was not included in the SOW for this project. For preliminary survey
work, sampling and analysis as applicable was limited and a full survey throughout the site was not
performed. Only the specific areas and /or materials indicated in the report were included in the SOW.
This inspection did not include a full hazard assessment survey, full testing or bulk material, or testing to
determine current dust concentrations of asbestos in and around the building. Inspection results should
not be used for compliance with current EPA and State asbestos in renovation/demolition requirements
unless specifically stated as intended for this use in the RPF report and considering the limitations as
stated therein and within this limitations document.
4. Where access to portions of the surveyed area was unavailable or limited, RPF renders no opinion of the
condition and assessment of these areas. The survey results only apply to areas specifically accessed by
RPF during the survey. Interiors of mechanical equipment and other building or process equipment may
also have asbestos and other hazardous material present and were not included in this inspection. For
renovation and demolition work, further inspection by qualified personnel will be required during the
course of construction activity to identify suspect material not previously documented at the site or in this
survey report. Bordering properties were not investigated and comprehensive file review and research
was not performed.
For lead in paint, observations were made of the designated accessible areas of the site as indicated in the
Report. Limited testing may have been performed to the extent indicated in the text of the report. In order
to conduct thorough hazard assessments for lead exposures, representative surface dust testing, air
monitoring and other related testing throughout the building, should be completed. This type of in depth
testing and analysis was beyond the scope of services for the initial inspection. For lead surveys with
XRF readings, it is recommended that surfaces found to have LBP or trace amount of lead detected with
readings of less than 4 mg/cm' be confirmed using laboratory analysis if more definitive results are
required. Substrate corrections involving destructive sampling or damage to existing surfaces (to
minimize XRF read -through) were not completed. In some instances, destructive testing may be required
for more accurate results. In addition, depending on the specific thickness of the paint films on different
areas of a building component, differing amounts of wear, and other factors, XRF readings can vary
slightly, even on the same building component. Unless otherwise specifically stated in the scope of
services and final report, lead testing performed is not intended to comply with other state and federal
regulations pertaining to childhood lead poisoning regulations.
IRK Fnvironmental • www.airpf.com
RPF Service Limitations (cont.)
6. Air testing is to be considered a "snap shot" of conditions present on the day of the survey with the
understanding that conditions may differ at other times or dates or operational conditions for the facility.
Results are also limited based on the specific analytical methods utilized. For phase contrast microscopy
(PCM) total airborne fiber testing, more sensitive asbestos -specific analysis using transmission electron
microscopy (TEM) can be performed upon request.
For asbestos bulk and dust testing, although polarize light microscopy (PLM) is the method currently
recognized in State and federal regulations for asbestos identification in bulk samples, some industry
studies have found that PLM may not be sensitive enough to detect all of the asbestos fibers in certain
nonfriable material, vermiculate type insulation, soils, surface dust, and other materials requiring more
sensitive analysis to identify possible asbestos fibers. In the event that more definitive results are
requested, RPF recommends that confirmation testing be completed using TEM methods or other
analytical methods as may be applicable to the material. Detection of possible asbestos fibers may be
made more difficult by the presence of other non -asbestos fibrous components such as cellulose, fiber
glass, etc., by binder/matrix materials which may mask or obscure fibrous components, and/or by
exposure to conditions capable of altering or transforming asbestos. PLM can show significant bias
leading to false negatives and false positives for certain types of materials. PLM is limited by the
visibility of the asbestos fibers. In some samples the fibers may be reduced to a diameter so small or
masked by coatings to such an extent that they cannot be reliably observed or identified using PLM.
For hazardous building material inspection or survey work, RPF followed applicable industry standards;
however, RPF does not warrant or certify that all asbestos or other hazardous materials in or on the
building has been identified and included in this report. Various assumptions and limitations of the
methods can result in missed materials or misidentification of materials due to several factors including
but not limited to: inaccessible space due to physical or safety constraints, space that is difficult to reach
to fully inspect, assumptions regarding the determination of homogenous groups of suspect material,
assumptions regarding attempts to conduct representative sampling, and potential for varying mixtures
and layers of material sampled not being representative of all areas of similar material.
Full assessments often requires multiple rounds of sampling over a period of time for air, bulk material,
surface dust and water. Such comprehensive testing was beyond the scope of RPF services. In addition
clearance testing for abatement, as applicable, was based on the visual observations and limited ambient
area air testing as indicated in the report and in accordance with applicable state and federal regulations.
The potential exists that microscopic surface dust remains with contaminant present even in the event that
the clearance testing meets the state and federal requirements. Likewise for building surveys, visual
observations are not sufficient alone to detect possible contaminant in settled dust. Unless otherwise
specifically indicated in the report, surface dust testing was not included in the scope of the RPF services.
10. For abatement or remediation monitoring services: RPF is not responsible for observations and test for
specific periods of work that RPF did not perform full shift monitoring of construction, abatement or
remediation activity. In the event that problems occurred or concerns arouse regarding contamination,
safety or health hazards during periods RPF was not onsite, RPF is not responsible to provide
documentation or assurances regarding conditions, safety, air testing results and other compliance issues.
RPF may have provided recommendations to the Client, as needed, pertaining to the Client's Contractor
compliance with the technical specifications, schedules, and other project related issues as agreed and
based on results of RPF monitoring work. However, actual enforcement, or waiving of, contract
provisions and requirements as well as regulatory liabilities shall be the responsibility of Client and
Client's Contractor(s). Off-site abatement activities, such as waste transportation and disposal, were not
monitored or inspected by RPF.
11. For services limited to clearance testing following abatement or remediation work by other parties: The
testing was limited to clearance testing only and as indicated in the report and a site assessment for
possible environmental health and safety hazards was not performed as part of the scope of this testing.
Client, or Client's abatement contractor as applicable, was responsible for performing visual inspections
ERPF Environmental • www.airpfcom
RPFService Limitations (cont.)
of the work area to determine completeness of work prior to air clearance testing by RPF.
12. For site work, including but not limited to air clearance testing services, in which RPF did not provide full
site safety and health oversight, abatement design, full shift monitoring of all site activity, RPF expresses
no warranties, guarantees or certifications of the abatement work conducted by the Client or other
employers at the job site(s), conditions during the work, or regulatory compliance, with the exception of
the specific airborne concentrations as indicated by the air clearance test performed by RPF during the
conditions present for the clearance testing. Unless otherwise specifically noted in the RPF Report, visual
inspections and air clearance testing results apply only to the specific work area and conditions present
during the testing. RPF did not perform visual inspections of surfaces not accessible in the work area due
to the presence of containment barriers or other obstructions. In these instances, some contamination may
be present following RPF clearance testing and such contamination may be exposed during and after
removal of the containment barriers or other obstructions following RPF testing services. Client or
Client's Contractor is responsible for using appropriate care and inspection to identify potential hazards
and to remediate such hazards as necessary to ensure compliance and a safe environment.
13. The survey was limited to the material and/or areas as specifically designated in the report and a site
assessment for other possible environmental health and safety hazards or subsurface pollution was not
performed as part of the scope of this site inspection. Typically, hazardous building materials such as
asbestos, lead paint, PCBs, mercury, refrigerants, hydraulic fluids and other hazardous product and
materials may be present in buildings. The survey performed by RPF only addresses the specific items as
indicated in the Report.
14. For mold and moisture survey services, RPF services did not include design or remediation of moisture
intrusion. Some level of mold will remain at the site regardless of RPF testing and Contractor or Client
cleaning efforts. RPF testing associated with mold remediation and assessments is limited and may or
may not be representative of other surfaces and locations at the site. Mold growth will occur if moisture
intrusion deficiencies have not been fully remedied and if the site or work areas are not maintained in a
sufficiently dry state. Porous surfaces in mold contaminated areas which are not removed and disposed of
will likely result in future spore release, allergen sources, or mold contamination.
15. Existing reports, drawings, and analytical results provided by the Client to RPF, as applicable, were not
verified and, as such, RPF has relied upon the data provided as indicated, and has not conducted an
independent evaluation of the reliability of these data.
16. Where sample analyses were conducted by an outside laboratory, RPF has relied upon the data provided,
and has not conducted an independent evaluation of the reliability of this data.
17. All hazard communication and notification requirements, as required by U.S. OSHA regulation 29 CFR
Part 1926, 29 CFR Part 1910, and other applicable rules and regulations, by and between the Client,
general contractors, subcontractors, building occupants, employees and other affected persons were the
responsibility of the Client and are not part of the RPF SOW.
18. The applicability of the observations and recommendations presented in this report to other portions of
the site was not determined. Many accidents, injuries and exposures and environmental conditions are a
result of individual employee/employer actions and behaviors, which will vary from day to day, and with
operations being conducted. Changes to the site and work conditions that occur subsequent to the RPF
inspection may result in conditions which differ from those present during the survey and presented in the
findings of the report.
Ck' PdT Environincntal • www.airpfcom
September 6, 2013
Mr. Stephen Foster
Town of North Andover
Facilities Director
North Andover DPW
384 Osgood Street
North Andover, MA 01845
Re: Preliminary Building Survey Services
Former North Andover Police Station
Dear Mr. Foster:
RPF Environmental
TESTING & CONSULTING SERVICES
Hazardous Materials Inspection & Assessment
Asbestos, Mold, Lead Paint, Radon, PCBs
Air Quality Testing and Investigations
Industrial Hygiene, Safety &Training
RPF Environmental, Inc. (RPF) is pleased to submit this proposal for Preliminary Building
Survey Services at the above referenced location. I believe that the scope of services described
in this proposal is as we reviewed; however, if you would like any items addressed further please
contact me at your earliest convenience.
Scope of Services
RPF proposes to complete the following tasks as part of the Scope of Services for Town of North
Andover (Client).
Asbestos Inspection
RPF will provide an inspection for suspect asbestos -containing building material (ACBM) at the
above referenced site. The inspection will be performed in accordance with applicable State and
federal regulations. The Scope of Services includes up to 6 hours of site inspection time.
An RPF field inspector, who is U.S. Environmental Protection Agency (EPA) -accredited and
state -licensed as applicable, will perform the site inspection. Accessible suspect materials
identified by RPF will be inventoried and samples will be extracted from materials in accordance
with current regulatory requirements. The total number of samples collected will be based on the
different homogeneous groups of accessible suspect material identified during the inspection,
current regulatory sampling protocols and guidelines, and current RPF sampling protocols.
Please note that repair to sample locations is not included; however, a suitable encapsulant will
be applied to each sample location of friable material. The samples will be analyzed for asbestos
content using polarized light microscopy (PLM). As we discussed, it is not possible to determine
the exact amount of samples that will be needed until the inspection is actually complete;
however, the Scope of Services includes up to 60 standard PLM sample analyses. In the event
additional samples or analyses are required, RPF will notify Client and provide revised costs as
applicable.
For roofing and exterior sealants, Client shall be responsible to arrange for proper repairs to each
sample location as Client deems necessary. Repair of each sample location will be necessary to
f RPF Environmental • www.airpf.com
Building Survey Services Former Police Station
Town of North Andover Page 2
prevent possible leaks and water damage. Sampling, if requested by Client, may also be limited
based on safe access to the roof areas. In lieu of roof sampling, any suspect roofing identified
will be assumed to be ACBM for the purposes of this survey.
It is possible that suspect material is present in locations that are not reasonably accessible for
inspection and/or testing during the survey. Full inspection and findings relating to areas that are
not reasonably accessible is not possible until demolition and sufficient access to such
inaccessible areas are gained.
Other Potentially Hazardous Building Material
RPF understands that you would like to include PCB confirmation testing of representative
window caulk to rule out the potential for PCB hazard waste. This scope of services includes the
collection of up to (2) two PCB in caulking samples.
During the site inspection, RPF will also complete the following observations and inventories of
accessible materials, as applicable:
• PCB light ballasts
• Common mercury containing components (including switches, thermostats, bulbs).
• Potential universal wastes materials
• Refrigerants
• Hydraulics
RPF will provide a discussion of findings and preliminary recommendations for further testing
and proper handling of such items as applicable.
Survey Report
A survey report will be prepared including an inventory of suspect materials identified, analytical
results, listing of ACBM, lead paint, and other hazardous building material, as applicable,
recommendations for further testing as applicable, and general overview of regulatory
requirements for remediation.
Please note that unless otherwise agreed in writing, laboratory analysis may entail 3 to 5 business
days from the time that samples are submitted to the laboratory for analysis. Survey reporting
and review may then entail 5 to 10 business days following completion and review of laboratory
work. Emergency, expedited turnaround times are available for most analysis for premium fees
and must be stated in written agreement between RPF and Client.
Pricing
Payment terms for this project will be payments due in full within 15 days of the invoice date.
RPF may issue invoices periodically during the course of work. Please also reference the RPF
terms and conditions.
@RPF Environmental • www.arpfcom
Building Survey Services Former Police Station
Town of North Andover Page 3
Lump Sum Fee: Based on the tasks described herein, the total cost for the testing service will be
$1,975.
As with many industrial hygiene investigations, the preliminary investigation may require
follow-up activities or additional testing to fully characterize site conditions. Costs for any
additional services that may be requested by Client will be in accordance with RPF professional
time and material fees.
Acceptance
RPF will provide the Service in accordance with all applicable state and federal codes and
regulations. This proposal, along with the Proposal Attachments and RPF terms and conditions,
will constitute the entire agreement between Client and RPF and may be modified only by
written agreement signed by both parties. The cost estimates and fees indicated herein are valid
for 30 days from the date of the proposal.
RPF appreciates this opportunity and we look forward to working with you on this project. If
you have any questions or comments regarding this proposal, or if you would like additional
qualifications and experience listings, please contact me at your convenience.
Sincerely,
RPF Environmental, Inc.
4 `G 0
Roger Francoeur
Principal
Attachments: Standard and Supplemental Terms & Conditions
Acceptance Acknowledgement: By signing below you acknowledge acceptance of this
proposal and attachments on behalf of Client.
Signature
Printed Name
Company or Agency Name Date
N Andover Police Station NESHAP 090613
ORM Environmental • www.airpf.com
RPF ENVIRONMENTAL STANDARD TERMS & CONDITIONS
These Terms and Conditions, together with the RPF Environmental, Inc. (RPF) proposal (herein after referred to as Proposal)
make up the Agreement between RPF and Client. Before countersigning the Proposal or other Agreement document(s), be sure
you read and understand this document. Unless otherwise stated, the Proposal, fees and estimates shall be valid for 30 days from
the date on the Proposal.
1. Services: RPF will perform the scope of services set forth in its Proposal and/or any amendments or change orders signed by
both parties. Any request or direction from Client that would require extra work or additional time for performance or would result
in an increase in RPF's costs, including expert witness services and unanticipated meetings, will be the subject of a negotiated
amendment or change order. Charges and fees apply to all site time, analysis, travel, preparation, reporting, review, meetings,
telephone conferences, and other related services and professional time as needed to complete the scope of services for the project
as described in the Proposal. Minimum charge of 3 hours professional time for all on-site service calls.
2. No other services, guarantees or warranties shall be provided or implied unless specifically stated herein. In the event that
additional services are requested, then the Proposal scope of services will be modified in writing as applicable and as agreed upon
between the Client and RPF. Please also note that all hazard communication and notification requirements, as required by U.S.
OSHA regulations and other applicable rules and regulations, by and between the Client, Owner, general contractor,
subcontractors, building occupants, employees and other affected persons are not part of the Proposal scope of services to be and
all such tasks shall be the responsibility of Client.
3. Standard of Care: RPF will perform the services with the degree of skill and care ordinarily exercised by qualified professionals
performing the same type of services at the same time under similar conditions in the same or similar locality. Client will notify
RPF with reasonable specificity of any deficiencies in the services within 30 days of discovery but in no event later than 60 days
after substantial completion of the services, and will give RPF a reasonable opportunity to correct the deficiencies. Client
acknowledges that conditions can vary from those encountered at the times and locations of inspection and data collections, and
that the limitation on available data may result in some level of uncertainty with respect to the interpretation of these conditions,
despite due professional care. RPF survey findings are limited to areas and materials that can be readily and safely accessed at the
time of the site visit(s) and RPF shall not be held responsible for areas of the site not accessed, tested and inaccessible space.
Space requiring dismantling or demolition to access shall be considered inaccessibly. Space that requires special equipment to
access shall also be considered inaccessible unless otherwise stated in the Proposal. RPF therefore cannot guaranty specific results
such as in identification of all environmental or occupational hazards or other conditions or problems nor their resolution. For
survey and design services, it is important to note that Client and Client contractors at the site must use care to check for possible
inaccessible hazardous materials and conditions that may or may not be specifically addressed in the RPF survey report and that
may be encountered during construction, demolition or other site work, for example hidden material or materials inadvertently
missed during the survey. Even if some spot demolition is performed by RPF during survey or design services to check
inaccessible areas, it is unlikely that all inaccessible space can be checked or that all possible inaccessible ACBM and other
potential hazardous building material will be identified.
4. Access: The Client must provide RPF safe access to all affected areas and Client is responsible for obtaining and providing
legal access to all areas of the site and building to be inspected or tested which are not directly owned or managed by Client. It is
important that suitable access is provided to all areas and rooms at the time of the scheduled site visit(s). Return site visits by RPF
due to access issues may result in additional fees.
5. Payment and Rates: Except as otherwise stated in the Proposal documents, Client will compensate RPF for the services at it
standard rates, reimburse its expenses, and pay any sales or similar taxes thereon. RPF will submit invoices periodically, and
payment will be due within 15 days of the invoice date. If Client disputes any portion of an invoice, Client will notify RPF in
writing with specificity within 15 days and pay the undisputed portion within 15 days of receipt of invoice. Rates listed in the
Proposal apply to first shift hours, Monday through Fridays. Overdue payments will bear interest at two (2) percent per month or,
if lower, the maximum lawful rate. RPF may terminate its services upon written notice anytime Client's payment is overdue, and
Client will pay for all services through termination, plus termination costs. Client will reimburse RPF's costs of collecting
overdue invoices, including reasonable attorney's fees.
6. Client's Responsibilities: Client will designate to RPF a person who is sufficiently familiar with the site and applicable site
history to act as Client's representative. Except as specifically stated in Proposal, Client will secure the approvals, permits,
licenses and consents necessary for performance of the services. Client will provide RPF with all documents and other
information that are pertinent to the services and are reasonably available to Client, including information related to hazardous
materials and other environmental conditions at the site. Unless otherwise indicated in writing, RPF will be entitled to rely on
documents and information Client provides. Client agrees to provide RPF and its subcontractors with all hazard communications
for the site in accordance with current OSHA regulations.
7. Facility Restoration: Although RPF will act to minimize damage to the facility, Client acknowledges that some damage may
(9W Environmental • www.airpf.com
occur even with the exercise of due care, and Client agrees to be responsible for all such costs, labor and materials to complete
repairs, or to compensate RPF for any restoration it is asked to perform unless otherwise indicated in the Proposal. RPF will not
be responsible for repairs of materials or building systems that are damaged in the process of extracting environmental samples.
8. Laboratory Tests and Samples: RPF is entitled to rely on the results of laboratory tests using generally accepted methodologies.
RPF may dispose of samples in accordance with applicable laws 30 days after submitting test results to Client unless Client
requests in writing for them to be held longer or to be returned to Client, in which case Client will compensate RPF for storage
beyond 30 days and/or shipping.
9. Changed Conditions: Client recognizes the uncertainties related to environmental, safety and industrial hygiene services, which
often require a phased or exploratory approach, with the need for additional services becoming apparent during the initial services.
Client also recognize that the actual conditions encountered may vary significantly from those anticipated based on existing
information, that laws are subject to change, and that the requirements of regulatory authorities are often unpredictable. If changed
or unanticipated conditions or delays make additional services necessary or results in additional costs or time from performance,
RPF will notify Client and the parties will negotiate changes to the scope of services, compensation and schedule. If the parties are
unable to reach agreement, RPF will be entitled to terminate its services and to be equitably compensated for services already
performed. In the event of emergency and if such situation becomes known to RPF, RPF may take immediate steps to protect
public health, safety and the environment, and will be equitably compensated therefore. RPF will not be responsible for delays or
failures to perform due to weather, labor disputes, intervention by or inability to get approvals from public authorities, acts or
omissions on Client's part, or any other causes beyond RPF's reasonable control, and Client will compensate RPF for any resulting
increase in its costs.
10. Documents and Information: All documents, data, calculations and work papers prepared or furnished by RPF are instruments
of service and will remain RPF's property. Designs, reports, data and other work product delivered to Client are for Client's use
only, for the limited purposes disclosed to RPF. Any delayed use, use at another site, use on another project, or use by a third
party will be at the user's sole risk, and Client agrees to indemnify and defend RPF against any liabilities resulting therefrom. No
third party beneficiaries are intended or implied. Any technology, methodology or technical information learned or developed by
RPF will remain its property. Copies of client reports and records will be maintained by RPF for at least 3 years after performance
of services; after which time, in lieu of specific written request by Client to RPF stating otherwise, such records may be destroyed.
11. Confidentiality; Subpoenas: Information about this Agreement and RPF's services, and information Client provides to RPF
regarding Client's business and the facility, will be maintained in confidence and will not be disclosed to others without Client's
consent, except as RPF reasonably believes is necessary (a) to perform its services, (b) to comply with professional standards to
protect public health, safety and the environment and (c) to comply with laws and court orders. RPF will make reasonable efforts
to give Client prior notice of any disclosure under (b) or (c) above. Information available to the public and information acquired
from third parties without a breach of duty will not be considered confidential. Client will reimburse RPF for responding to any
subpoena or governmental inquiry related to the services, at RPF's standard rates then in effect.
12. Indemnification: Client agrees to hold harmless and indemnify RPF and its affiliates and subcontractors and their employees,
officers, directors and agents against all claims, suits, fines and penalties, including mandated cleanup costs and attorneys' fees and
other costs of settlement and defense, which claims, suits, fines, penalties or costs arise out of or are related to this Agreement or
the services, except to the extent they area caused by the indemnified party's negligence or willful misconduct.
13. Limitation of Liability: To the fullest extent permitted by law and notwithstanding anything else in this Agreement, the
aggregate liability of RPF and its affiliates and subcontractors and their employees, officers, directors and agents (collectively
referred to in this paragraph as "RPF") for all claims arising out of this Agreement or the services is limited to the compensation
received by RPF under this Agreement. The limitation applies to all injuries, damages, claims, losses, expenses and defense costs,
whether based in contract, negligence, strict liability, warranty, trespass, indemnity, misrepresentation or any other theory of
liability, except intentional misconduct. If there is available coverage under RPF's commercial general liability or automobile
liability insurance policy that exceeds the limitation of liability, RPF's liability will be increased to the extent of such available
insurance coverage. Any claim will be deemed waived unless received by RPF within three years of substantial completion of the
services or, if shorter, the applicable statute of limitations period. RPF will not be liable for lost profits, loss of use of property,
delays, or other special, indirect, incidental, consequential or punitive damages. RPF will not be liable to Client for injuries or
deaths suffered by RPF's or its subcontractors' employees.
14. Miscellaneous: The Agreement shall be governed by and subject to the laws and jurisdiction of the State of New Hampshire.
Any amendments shall be in writing and signed by both parties. The Agreement supersedes any contract terms, purchases orders
or other documents issued by Client. These Terms and Conditions shall govern over any inconsistent terms in the Proposal.
Client's verbal authorization to commence services or issuance of purchase order constitutes Client's acceptance of the terms and
conditions and Proposal. The provisions of the Agreement are severable; if any provision is unenforceable it shall be appropriately
limited and given effect to the extent it is enforceable. Heading in these Terms and Conditions are for convenience only and do
not form a part of the agreement. Nothing in this Agreement shall be construed to give any rights or benefits to third parties.
ORPP Environmental • www.airpfcom
Supplemental Terms & Conditions — Site Inspection and Testing
The Client shall provide RPF copies of preexisting survey reports, as applicable, prior to or at the time of the site
visit. Records are to be provided in a neat and orderly fashion in order to allow for an efficient review by RPF.
All schedules for site work shall be mutually agreed upon between RPF and Client. RPF will endeavor to
accommodate Client scheduling needs; however, specific Client schedule requests for site work or schedule
changes shall be provided to RPF at least 5 days in advance.
Written results of RPF testing shall be distributed to Client and, unless otherwise agreed by RPF and Client in
writing, Client shall be responsible for distributing all results to other employers at the job site, occupants, tenants,
and Client employees as applicable for regulatory compliance and hazard communications.
There is the potential for many different types of hazardous material some of which may not be included in the
Proposal scope of services for this project. Although preliminary incidental comment may be provided during the
course of the work, unless otherwise agreed to in writing between RPF and Client, such additional testing services
and professional judgments are beyond the scope of services for this work. In the event that testing, inspection
and consulting services are needed for other possible hazardous building material, please notify our office as soon
as possible.
Findings and inspection results for enclosed buildings space or space with limited access are not possible until
sufficient building demolition is complete and such demolition activity is not included in the Proposal scope of
services. Therefore it is possible that asbestos or other hazardous building materials are present that will not be
addressed or fully addressed in the RPF Report.
Unless otherwise explicitly stated in the Proposal as included in the scope of services, subsurface investigations
and survey work is excluded from the scope of services and findings.
Care will be used to minimize damage to surfaces however bulk material sampling does require small amounts of
material extraction at each sample location. For certain building materials the EPA requires core samples that
penetrate all layers to the building substrate. Unless otherwise stated in the Proposal, Client shall be responsible
for all repairs to sample locations as client deems necessary. Client agrees to hold RPF, its employees and
subcontractors harmless in the event of water leaks or other damages resulting from the collection of samples.
For roofing, if included in the Proposal scope of services, Client shall be responsible for providing safe access and
repairs at the time of testing as deemed necessary by Client to prevent leaks and other damage.
In lieu of adequate sampling of suspect material due to safe access, enclosed or limited accessibility, or to prevent
damage to building material as requested by Client (for example roofing) such materials should be assumed to be
hazardous until sufficient testing is performed to rebut the assumption.
Please also reference the RPF standard terms and conditions attached to this letter.
iK RPF Environnicntal • www.airpf.com
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RPF Environmental, Inc
320 First NH Turnpike
Northwood, NH 03261
(603)942-5432
BILL TO
Ray Santilli
Assistant Town Manager
Town of North Andover
120 Main Street
North Andover, MA 01845
Invoice
DATE
INVOICE #
5/31/2014
1460171
Services Rendered
April/May
P.O. NO.
TERMS
Net 15 Days
AMOUNT
550.00
Total $550.00
Payments/Credits $0.00
Balance Due $550.00
Purchase Order Town of North Andover No. 141571 .
120 Main Street
North Andover MA 01845
P.O. Date: 09/09/2013 Questions ? Ext: Account:
P.O. Issued To: Ship To:
RPF Environmental Inc Assistant Town Manager
320 First NH Turnpike Attn: Ray Santilli
Northwood NH 03261 120 Main Street
North Andover MA 018.45
Contact: Location: Assistant Town Manager (978) 688-9516
Phone: (603) 942-5432 Fax: (603) 942-5300 Project: Undesignated Req# 141715
Reference: Date Required: 09/24/2013 Award Number:
Line Qty Unit Part# Description Unit Price Extended Tax Freight
1 1975 EA Preliminary building survey services at 566 Main Street per written proposal dated 1.00 1,975.00 0.00 0.00
September 6, 2013
Sub -Total: 1,975.00
APPROVAL SIGNATURES:
Freight: 0.00
Tax: 0.00
Total Amount: 1,975.00
NOTES:
Order Via: Mail
VENDOR COPY
Monday, September 09, 2013 Page 1 of 1
Purchase Order Town of North Andover No. 141571
120 Main Street IIIIIIIIII VIII VIIIIIIIIIIIIIIIIIII
North Andover MA 01845
P.O. Date: 09/09/2013 Questions 7 Ext: Account:
P.O. Issued To: Ship To:
RPF Environmental Inc Assistant Town Manager
320 First NH Turnpike Attn: Ray Santilli
Northwood NH 03261 120 Main Street
North Andover MA 01845
Contact: Location: Assistant Town Manager (978) 688-9516
Phone: (603) 942-5432 Fax: (603) 942-5300 Project: Undesignated Req# 141715
Reference: Date Required: 09/24/2013 Award Number:
Line Qty Unit Part# Description Unit Price
1 EA Preliminary building survey services at 566 Main Street per written proposal dated 1.00
September 6, 2013
APPROVAL SIGNATURES:
4 A.Ikg Uou
Received By:
I Certify that the items described above were received, counted and inspected by me; and the
NOTES: I condition was satisfactory except as otherwise noted.
Order Via:
Total Amount: 1,975.00
Mail
RECEIVING COPY
Monday, September 09, 2013 Page 1 of 1
Purchase Order Town of North Andover No. 141571
120 Main Street
North Andover MA 01845
P.O. Date: 09/09/2013 Questions ? Ext: Account:
P.O. Issued To: Ship To:
RPF Environmental Inc Assistant Town Manager
320 First NH Turnpike Attn: Ray Santilli
Northwood NH 03261 120 Main Street
North Andover MA 01845
Contact: Location: Assistant Town Manager (978) 688-9516
Phone: (603) 942-5432 Fax: (603) 942-5300 Project: Undesignated Req# 141715
Reference: Date Required: 09/24/2013 Award Number:
Line Qty Unit Part# Description Account Number Unit Price Extended Tax Freight
1 1975 EA Preliminary building survey 3093320.1.1.0123.6310.3.580000.0000.0000.00.00 1.00 1,975.00 0.00 0.00
services at 566 Main Street
per written proposal dated
September 6, 2013
APPROVAL SIGNATURES:
NOTES:
Monday, September 09, 2013
Sub -Total:
1,975.00
Freight:
0.00
Tax:
0.00
Total Amount:
1,975.00
Order Via: Mail
ENTITY COPY
Page 1 of 1
EPA Form 35149 Status: Pending Certification Page: 1 of 4
A
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
NPDES
FORM
�'
WASHINGTON, DC 20460
NOTICE OF INTENT (NOI) FOR STORMWATER DISCHARGES
Form Approved.
3510-9
\/
ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER AN
OMB Nos. 2040-0004
NPDES GENERAL PERMIT
Submission of this Notice of Intent (NOI) constitutes notice that the operator identified in Section II of this form requests authorization to discharge pursuant to the
NPDES Construction General Permit (CGP) permit number identified in Section I of this form. Submission of this NOI also constitutes notice that the operator identified
in Section II of this form meets the eligibility requirements of Parts 1.1 and 1.2 of the CGP for the project identified in Section III of this form. Permit coverage is
required prior to commencement of construction activity until you are eligible to terminate coverage as detailed in Part 8 of the CGP. To obtain authorization, you must
submit a complete and accurate NOI form. Discharges are not authorized if your NOI is incomplete or inaccurate or if you were never eligible for permit coverage.
Refer to the instructions at the end of this form.
1. Approval to Use Paper NO1Form
Have you been given approval from the Regional Office to use this paper NOI form"? E] Yes ❑ NO
If yes, provide the reason you need to use this paper form, the name of the EPA Regional Office staff person who approved your use of this form, and the date of
approval:
Reason for using paper form:
Name of EPA staff person:
Date approval obtained:
" Note: You are required to obtain approval from the applicable Regional Office prior to using this paper NOI form.
II. Permit Information: Tracking Number (EPA Use Only) MAR12AT71
Permit Number: MAR120000 (see Appendix B of the CGP for the list of eligible permit numbers)
iii. Operator information
Name: Town of North Andover
Phone: (978) 688-9516 Fax (Optional): (978) 688-9556
Email: rsantilli@townofnorthandover.com
IRS Employer Identification Number (EIN): 04-6001164
Point of Contact (First Name, Middle Initial, Last Name): Ray Santilli
Mailing Address:
Street: 120 Main Street
City: North Andover State: MA Zip: 01845
NOI Preparer (Complete if NOI was prepared by someone other than the certifier):
Prepared by (First Name, Middle Initial, Last Name): Steven Eriksen
Organization: Norse Environmental Services, Inc.
Phone: (978) 649-9932 Fax (Optional): (978) 649-7582
E-mail: norseenvironmental@verizon.net
EPA Form 35149 Status: Pending Certification Page: 1 of 4
IV. Project/Site Information
ProjectlSite Name: School Department Administration Building
Project/Site Address:
Street/Location: 566 Main Street
City: North Andover State: MA Zip: 01845
County or similar government subdivision: Essex
For the projecUsite for which you are seeking permit coverage, provide the following information:
Latitude/Longitude (Use one of three possible formats, and specify method)
Latitude 1. 42.41.32 N(degrees, minutes, seconds) Longitude 1. 071,07,0s
W(degrees, minutes, seconds)
2. N(degrees, minutes, decimal) 2.
W(degrees, minutes, decimal)
3• N(degrees, decimals) 3.
W(degrees, decimals)
Latitude/Longitude Data Source: ® U.S.G.S topographical map ❑ EPA Web Site ❑ GPS
❑ Other:
If you used a U.S.G.S. topographic map, what was the scale? 1"=2006'
Horizontal Reference Datum: ❑ NAD 27 m NAD 83 or WGS 84 ❑ Unknown
Is your project located in Indian Country lands? ❑ Yes m No
If yes, provide the name of the Indian tribe associated with the area of Indian country (including name of Indian reservation, if applicable), or if not in Indian
country, provide the name of the Indian tribe associated with the property:
Are you requesting coverage under this NOI as a "federal operator" as defined in Appendix A?
❑ Yes ® No
Estimated Project Start Date: 05/15/2014 Estimated Project Completion Date: 05/15/2018
Estimated Area to be Disturbed (to the nearest quarter acre): 1.5
Have earth -disturbing activities commenced on your project/site?
❑ Yes m No
If yes, is your project an emergency -related project?
❑ Yes m No
Have stormwater discharges from your project/site been covered previously under an NPDES permit?
❑ Yes ® No
If yes, provide the Tracking Number if you had coverage under EPA's CGP or the NPDES permit number if you had coverage under an EPA individual
permit:
V. Discharge Information
-
Does your project/site discharge stormwater into a Municipal Separate Storm [:]Yes m No
Sewer System (MS4)?
Are there any surface waters within 50 feet of your project's earth disturbances? ❑ Yes m No
Receiving Waters and Wetlands Information: (Attach a separate list if necessary)
Surface water(s) to
which discharge
Impaired Water
Listed Water Pollutant(s)
Tier 2, 2.5 or 3
Source
TMDL Name and
Intermittent Stream
No
No
US EPA Waterbody
Pollutant
Quality Assessment
Report
Bordering Vegetated
Wetland
No
No
US EPA Waterbody
Quality Assessment
Re ort
Describe the methods you used to complete the above table: Please refer to the Source(s) in the above table.
VI. Chemical Treatment Information
Will you use polymers, flocculants, or other treatment chemicals at your construction site?
❑ Yes m No
If yes, will you use cationic treatment chemicals' at your construction site?
❑ Yes ❑ No
EPA Form 3510-9 Status: Pending Certification Page: 2 of 4
If yes, have you been authorized to use cationic treatment chemicals by your applicable EPA Regional Office in advance of ❑ Yes ❑ No
filing your NOI'?
If you have been authorized to use cationic treatment chemicals by your applicable EPA Regional Office, attach a copy of your authorization letter and include
documentation of the appropriate controls and implementation procedures designed to ensure that your use of cationic treatment chemicals will not lead to a
violation of water quality standards.
Please indicate the treatment chemicals that you will use:
" Note: You are ineligible for coverage under this permit unless you notify your applicable EPA Regional Office in advance and the EPA office authorizes
coverage under this permit after you have included appropriate controls and implementation procedures designed to ensure that your use of cationic treatment
chemicals will not lead to a violation of water quality standards.
" VII. Stormwater Pollution Prevention Plan (SWPPP) Information
Has the SWPPP been prepared in advance of filing this NOR m Yes ❑ No
SWPPP Contact Information:
First Name, Middle Initial, Last Name: Steven Eriksen
Organization: Norse Environmental Services, Inc.
Phone: (978) 649-9932 Fax (Optional): (978) 649-7582
E-mail: norseenvironmental@verizon.net
VIIL Endangered Species Protection
Using the instructions in Appendix D of the CGP, under which criterion listed in Appendix D are you eligible for coverage under this permit (only check 1 box)?
® A❑ B❑ C❑ D❑ E❑ F
Provide a brief summary of the basis for criterion selection listed in Appendix D (e.g., communication with U.S. Fish and Wildlife Service or National Marine Fisheries
Service, specific study):MassGIS NHESP Estimated and Priority Habitats of Rare Wildlife Map
If you select criterion B, provide the Tracking Number from the other operator's notification of authorization under this permit:
If you select criterion C, you must attach a copy of your site map (see Part 7.2.6 of the permit), and you must answer the following questions:
What federally -listed species or federally -designated critical habitat are located in your "action area":
What is the distance between your site and the listed species or critical habitat (miles):
If you select criterion D, E, or F, attach copies of any letters or other communications between you and the U.S. Fish and Wildlife Service or National Marine Fisheries
Service.
IX. Historic Preservation
Is your project/site located on a property of religious or cultural significance to an Indian tribe? ❑ Yes ® No
If yes, provide the name of the Indian tribe associated with the property:
Are you installing any stormwater controls as described in Appendix E that require subsurface earth disturbance? (Appendix E, Step 1) m Yes ❑ No
If yes, have prior surveys or evaluations conducted on the site have already determined historic properties do not exist, or that prior Yes m No
disturbances have
precluded the existence of historic properties? (Appendix E, Step 2)
If no, have you determined that your installation of subsurface earth -disturbing stormwater controls will have no effect on
historic properties? (Appendix E, Step 3) ❑Yes ® No
If no, did the SHPO, THPO, or other tribal representative (whichever applies) respond to you within the 15 calendar
days to indicate whether the subsurface earth disturbances caused by the installation of stormwater controls affect ❑ Yes ® No
historic properties? (Appendix E, Step 4)
If yes, describe the nature of their response:
Written indication that adverse effects to historic properties from the installation of stormwater controls can be mitigated by agreed upon
actions.
No agreement has been reached regarding measures to mitigate effects to historic properties from the installation of stormwater
controls.
Other:
EPA Form 35149 Status: Pending Certification Page: 3 of 4
X. Certification Information
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure
that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those
persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am
aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.
(First Name, Middle Initial, Last Name: Ray Santilli
Date:
E-mail: rsantilli@townofnorthandover.com
EPA Form 35149 Status: Pending Certification Page: 4 of 4
Santilli, Ray
From: noreply@epa.gov
Sent: Thursday, May 01, 2014 10:55 AM
To: Santilli, Ray
Cc: cgp@epa.gov
Subject: Construction General Permit NOI Certification Key (ACTION REQUIRED)
Attachments: Attachment - 1.pdf, Attachment - 2.pdf
Company: Town of North Andover
ATTN: Ray Santilli
566 Main Street
North Andover MA 01845
Project/Site: School Department Administration Building
566 Main Street
North Andover MA 01845
Permit Tracking Number: MARI2AT71
You have been assigned as the certifying official for one or more 2012 Construction General Permit (CGP)
Notices of Intent (NOI) for the project/site noted above.
To certify and complete submission of your CGP NOI to EPA:
1) Login to your Central Data Exchange (CDX) Account at littps:Hcdx.epa.gov/. If you do not have a CDX
account, you will need to register a CDX account to the email address designated for the certifying official on
the prepared NOI application. You will need to make sure that the eNOI:CGP program has been added to the
account.
2) On the MY CDX Page, select the "eNOI:CGP" link (listed under available account profiles).
3) Click the "Load Application" button (if necessary). Select the Construction General Permit NOI link.
4) Click "Add Certification Key" in the frame on the left side of the page.
5)Copy the alpha -numeric Certification Key from this email (see below) and
6) Click the Add button. A confirmation message should be displayed showing that you have successfully
added a record to your account to certify.
7) Click the "Home" link in the frame on the left side of the page. Click the permit number on the home page
that you wish to review and certify.
8) Review the information provided on the application and choose an appropriate action at the bottom of the
page. You will have an option to Cancel (Postpone), Reject, or Submit to EPA (Certify). If you obtained
regional approval, and mailed in a hard copy paper application for processing, please disregard this email.
Certification Key: 71 fcffb2-34e4-4d95-9ffc-002f61 b6dOa3
If you have any questions, please call the EPA NOI Processing Center at 1-866-352-7755 (toll free) or send an
email to noi@avanticgMoration.com.
EPA NOI Processing Center
Operated by Avanti Corporation
1200 Pennsylvania Ave., NW
Mail Code: 4203M
Washington, DC 20460
Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more
information please refer to: http:/Avww.sec.state.ma.us/pre/preidx.htm.
Please consider the environment before printing this email.
2
e
Company: Town of North Andover
ATTN: Ray Santilli
566 Main Street
North Andover MA 01845
Project/Site: School Department Administration Building
566 Main Street
North Andover MA 01845
Permit Tracking Number: MAR12AT71
You have been assigned as the certifying official for one or more 2012 Construction General
Permit (CGP) Notices of Intent (NOI) for the project/site noted above.
To certify and complete submission of your CGP NOI to EPA:
1) Login to your Central Data Exchange (CDX) Account at https:Hcdx.epa.gov/. If you do not have
a CDX account, you will need to register a CDX account to the email address designated for the
certifying official on the prepared NOI application. You will need to make sure that the eNOI:CGP
program has been added to the account.
2) On the MY CDX Page, select the "eNOI:CGP" link (listed under available account profiles).
3) Click the "Load Application" button (if necessary). Select the Construction General Permit NOI
link.
4) Click "Add Certification Key" in the frame on the left side of the page.
5)Copy the alpha -numeric Certification Key from this email (see below) and
6) Click the Add button. A confirmation message should be displayed showing that you have
successfully added a record to your account to certify.
7) Click the "Home" link in the frame on the left side of the page. Click the permit number on the
home page that you wish to review and certify.
8) Review the information provided on the application and choose an appropriate action at the
bottom of the page. You will have an option to Cancel (Postpone), Reject, or Submit to EPA
(Certify). If you obtained regional approval, and mailed in a hard copy paper application for
processing, please disregard this email.
Certification Key: 71fcffb2-34e4-4d95-9ffc-002f61b6d0a3
If you have any questions, please call the EPA NOI Processing Center at 1-866-352-7755 (toll
free) or send an email to not@avanticorporation.com.
EPA NOI Processing Center
Operated by Avanti Corporation
1200 Pennsylvania Ave., NW
Mail Code: 4203M
Washington, DC 20460
` SERVICE TRANSPORT GROUP, INC. �)Oiq 6WZ 47
58 PYLES LANE, NEW CASTLE, DE 19720 PHONE: (877) 999-9559
N° 423625 WASTE SHIPMENT RECORD S.T.G. # S^il2y
WHITE -Generator • GREEN-S.T.G. • YELLOW-Contraclor • PINK -Landfill • GOLD -Pick Up Receipt
1. Material Origin Site
Generator: Name/Address
Generator: Phone #
TOWN OF NORTH ANDOVER, MA
TOWN OF NORTH ANDOVER, I
AA
566 MAIN STREET
120 MAIN STREET
NORTH ANDOVER, MA 01845
NORTH ANDOVER, MA 01845
'
2. Removal Contractor: Name Address
Contractor: Phone #
E & F ENVIRONMENTAL SERVICES, LLC
86 CAROLAN AVENUE
603-974-2503
HAMPTON, NH 03842 Contact: Frank Balogh
3. Responsible Agency: Name/Address
US EPA REGION 1
4. US DOT Class - FRIABLE ASBESTOS ONLY
CONGRESS ST
NA2212, Asbestos, 9, PG III, RQ
iX
O
BOSTON, MA 02112
Q5.
Description of Mate'
Containers
Total Quantity
Specify Friable o on-Friabl
No. Type
W
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IF Friable (enter required information)
I
IF Non -Friable (check on Nategory I ElCategory II
fl�y bo
6. Special Handling Instructions
7. Generator Certification:
This is to certify that the above named materials are properly classified, described, packaged, marked and labeled and are in proper condition for transport by highway
according to the applicable regulations of the Department of Transportation, US E.P.A., and any other state government agency. I certify that the foregoing is true and correct
to the best of my knowledge. If the waste shipment is not as I stated, I accept the RETURN of the COMPLETE LOAD to the generator's service location at the generator's
expense.
Printed/Typed Name & Title I ature
Date
FRANK BALOGH, OWNERqlzl
8. Transporter 1 (Acknowledgement of Receipt of Materials If blank, see Transo5rter 2 or 3 below.
Company Name & Address
Signature:
Telephone No.
W
Printed Name:
Date:
f•
SAME AS #2
cc
Title:
a9.
Transporter 2 (Acknowledgement of Receipt of Materials)
If Transporter 1 & 2 are blank, Transporter 3 servers as sole transporter.
H
Company Name & Address
Signature:
Telephone No.
a
cc
Printed Name:
Date:
E-
SAME AS #10
Title:
10. Trans iter 3 (Acknowledgement of Receipt of Materials
Company Name & Address
Signature: P. I F 4 If 1414-.clle,07Telephone
No.
Service Transport Group, Inc.
58 Pyles Lane
Printed Name:
877-999-9559
Date:
W
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New Castle, DE 19720
Title: h ✓
11. Discrepancy Indication Space:
Q12.
Waste Disposal Site Owner or Operator's Certification (Receipt of above WpstV except as noted in 11)
O
Waste Disposal Site (Check One) STG-USE ONLY
Date:
Signature:
a
Sanitary Landfill ❑ Minerva Landfill El
901 Tyrol Blvd. Minerva
8955 Rd.
PClnted Name:
\
F3
Belle Vernon, PA 15012 Waynesburg, OH 44688
(�
724-929-7694 Ext. 14 330-866-3435
Permit No. 100277 Permit No. P0104984
Title:
WHITE -Generator • GREEN-S.T.G. • YELLOW-Contraclor • PINK -Landfill • GOLD -Pick Up Receipt
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Of Massachusetts!9! ■tea�The Construction Testing Peoplem
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Invoice Date:
To: Town of North Andover Page:
Ray Santilli
120 Main Street Invoice Number:
North Andover, MA 01845 Job Number:
Terms:
Project: North Andover School Admin. Building
566 Main Street, North Andover, MA
DATE QUANTITY DESCRIPTION
08/12/14 15.00 Cylinders
08/12/14 1.00 Max/Field
08/12/14 1.00 Travel
TOTAL THIS INVOICE:
All File Test reports will be discarded 6 months after completion of our services.
08/29/2014
1
57321
17276
Due Upon Receipt
RATE
AMOUNT
12.00
180.00
210.00
210.00
30.00
30.00
420.00
CC:
Company Name Contact Name Invoice Type DeliveU Method
Town of North Andover Ray Santilli Original Email And Mail
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5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Invoice Date: 08/01/2014
To: Town of North Andover Page: 1
Ray Santilli
120 Main Street Invoice Number: 56969
North Andover, MA 01845 Job Number: 17276
Terms: Due Upon Receipt
Project: North Andover School Admin. Building
566 Main
Street, North Andover, MA
DATE
QUANTITY
DESCRIPTION
RATE
AMOUNT
07/07/14
5.00
Cylinders
12.00
60.00
07/07/14
1.00
Min/Field
110.00
110.00
07/07/14
1.00
Travel
30.00
30.00
07/11/14
1.00
Cyl/Trans
35.00
35.00
07/15/14
1.00
Max/Nuclear Densometer
250.00
250.00
07/15/14
1.00
Travel
30.00
30.00
07/16/14
1.00
Max/Soils
230.00
230.00
07/16/14
1.00
Travel
30.00
30.00
07/17/14
1.00
Max/Soils
230.00
230.00
07/17/14
1.00
Travel
30.00
30.00
07/18/14
1.00
Max/Soils
230.00
230.00
07/18/14
1.00
Travel
30.00
30.00
07/31/14
1.00
Min/Soils
120.00
120.00
07/31/14
1.00
Travel
30.00
30.00
08/01/14
5.00
Cylinders
12.00
60.00
08/01/14
1.00
Min/Field
110.00
110.00
08/01/14
1.00
Travel
30.00
30.00
TOTAL THIS INVOICE:
1,645.00
All File Test reports will be discarded 6 months after completion of our services.
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Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Invoice Date:
To: Town of North Andover Page:
Ray Santilli
120 Main Street Invoice Number:
North Andover, MA 01845 Job Number:
Terms:
Project: North Andover School Admin. Building
566
Main Street, North Andover, MA
DATE QUANTITY
DESCRIPTION
06/11/14
1.00
Max/Soils
06/11/14
1.00
Travel
06/12/14
1.00
Min/Soils
06/12/14
1.00
Travel
06/13/14
1.00
Max/Soils
06/13/14
1.00
Travel
06/18/14
1.00
Min/Soils
06/18/14
1.00
Travel
06/25/14
1.00
Min/Field
06/25/14
1.00
Travel
06/27/14
5.00
Cylinders
06/27/14
1.00
Min/Field
06/27/14
1.00
Travel
06/30/14
1.00
Cyl/Trans
07/01/14
5.00
Cylinders
07/01/14
1.00
Min/Field
07/01/14
1.00
Travel
07/02/14
5.00
Cylinders
07/02/14
1.00
Min/Field
07/02/14
1.00
Travel
07/04/2014
1
56606
17276
Due Upon Receipt
RATE
AMOUNT
230.00
230.00
30.00
30.00
120.00
120.00
30.00
30.00
230.00
230.00
30.00
30.00
120.00
120.00
30.00
30.00
110.00
110.00
30.00
30.00
12.00
60.00
110.00
110.00
30.00
30.00
35.00
35.00
12.00
60.00
110.00
110.00
30.00
30.00
12.00
60.00
110.00
110.00
30.00
30.00
07/03/14 1.00 Cyl/Trans 35.00 35.00
Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Invoice Date:
TO: Town of North Andover
Page:
Ray Santilli
120 Main Street Invoice Number:
North Andover, MA 01845 Job Number:
Terms:
07/04/2014
2
56606
17276
Due Upon Receipt
Project: North Andover School Admin. Building
566 Main Street, North Andover, MA
DATE QUANTITY DESCRIPTION RATE AMOUNT
TOTAL THIS INVOICE: 1,630.00
All File Test reports will be discarded 6 months after completion of our services.
CC:
Company Name Contact Name Invoice Type Delivery Method
Town of North Andover Ray Santilli Original Email And Mail
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Of'Massachusetts
'Tho Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
TO: Town of North Andover
Ray Santilli
120 Main Street
North Andover, MA 01845
Invoice Date:
Page:
Invoice Number:
Job Number:
Terms:
Project: North Andover School Admin. Building
06/06/2014
1
56297
17276
Due Upon Receipt
566
Main Street, North Andover, MA
DATE QUANTITY
DESCRIPTION
RATE
AMOUNT
05/20/14
1.00
Soils/Trans
35.00
35.00
05/27/14
1.00
Sieve Analysis #511
80.00
80.00
05/27/14
1.00
Proctor #511
90.00
90.00
05/27/14
1.00
#200 Wash Sieve #511
70.00
70.00
05/30/14
4.00
Geotechnical Engineer
95.00
380.00
06/04/14
1.00
Sieve Analysis #541
80.00
80.00
06/04/14
1.00
Proctor #541 1
90.00
90.00
06/04/14
1.00
#200 Wash Sieve #541
70.00
70.00
06/04/14
1.00
Sieve Analysis #542
80.00
80.00
06/04/14
1.00
Proctor #542
90.00
90.00
06/04/14
1.00
#200 Wash Sieve #542
70.00
70.00
06/04/14
1.00
Sieve Analysis #543
80.00
80.00
06/04/14
1.00
Proctor #543
90.00
90.00
06/04/14
1.00
#200 Wash Sieve #543
70.00
70.00
06/06/14
4.00
Staff Engineer
55.00
220.00
06/06/14
1.00
Travel
30.00
30.00
TOTAL THIS INVOICE:
1,625.00
All File Test reports will be discarded 6 months after completion of our services.
CC:
Company Name Contact Name Invoice Type Delivery Method
Town of North Andover Ray Santilli Original Email And Mail
n
�Of Massachusetts
'The Construction Testing People -Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Geotechnical Report Report Date 08-20-2013
Report No. 2
Distribution Copy Job Number
15982
Project School Administration B1dg,North Andover
P0: 140878
Contractor
WEATHER:
TIME:
CONTACT:
SUMMARY: '
Enclosed you will find the document prepared by our Geotechnical Department for the above referenced
project.
GENERAL REMARKS:
Inspector
Name
Premium
Time
Hours
Travel
Time
K. Martin, P.E. #38208
No
REVIEWED BY: Chuck Fraser
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Stephen E. Foster
LITS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 2
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration B1dg,North Andover
Attachment PO: 140878
UTS OF MASSACHUSETTS, INC.
5 O) rdson Lane
StoMeLam, JVIA 02180
781-::-5-7; 5=i (p) %781-458-6"2_16P)
U.1.51i1 . ,�4.00f7)
MEMORANDUM
TO: Stephen E. Foster
Facilities Director
"
Town of North Andover
4q�Jr%OF
1600 Osgood Street - Suite 359
� KEVIN W 9cS�
North Andover, MA 01845
roulmN N
CIVIL ti
N
FROM: Kevin M. Martin, P.E.
F V
Geotechnical Engineer
DATE: August 20, 2013
RE: GEOTECHNICAL SUMMARY
PROPOSED SCHOOL ADMINISTRATION BUILDING
MAIN STREET & OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS. Project Number: 15982
This memorandum report serves as a geotechnical summary report for the referenced project. This
report follows our Preliminary Geotechnical Summary dated April 8, 2013. The contents of this
memorandum are subject to the attached Limitations.
SITE & PROJECT DESCRIPTION
The project site is located at the former Police Station at the intersection of Main Street & Osgood
Street. Present development includes the vacant Police Station with associated pavement and
landscape areas. The Site Plan indicates grades around the building to vary from elevation =158-170
ft sloping downward towards the north. An abandoned basement foundation was encountered and
identified during the Preliminary Geotechnical Summary. This abandoned foundation is located to
the north of the building (see Sketch).
The project will include razing the existing building and associated construction to accommodate
a new school department building. The building will consist of a single -story, wood -framed
structure about 7,320 ft' in footprint area. It is intended to. support the building on a shallow spread
footing foundation with a concrete floor slab -on -grade (no basement). The first floor elevation (FFE)
is to vary from 162 ft (to the north) stepping up to 166 ft (to the south). Shallow cuts and fill (less
than =1-5 ft) are expected to achieve final grade.
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 3
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration B1dg,North Andover
Attachment PO: 140878
School Department Building August 20, 2013
North Andover, Massachusetts Page 2 of 6
The purpose of this study is to review the subgrade conditions and provide a geotechnical evaluation
related to the foundation design and construction as required by the Massachusetts State Building
Code. This report does not include an environmental assessment relative to oil, gasoline, solid waste
and/or other hazardous materials. This study also does not include review of infiltration systems,
detention ponds, dry wells, retaining walls, underground utilities or other site design unless
specifically addressed herein.
SUBSURFACE EXPLORATION PROGRAM
Test Borings
The exploration program for the project included five (5) test borings within the building footprint.
The test borings (B 1 to 135) were advanced to depths of =14-22 ft utilizing 4'/4 inch continuous flight
hollow stem augers. Soil samples were typically retrieved at no greater than 5 ft intervals with a 2
inch diameter split -spoon sampler. Standard Penetration Tests (SPTs) were performed at the
sampling intervals in general accordance with ASTM -D 1586 (StandardMethodfor Penetration Test
and Split -Barrel Sampling of Soils). Field descriptions and penetration resistance of the soils
encountered, observed depth to groundwater and other pertinent data are contained on the attached
Test Boring Logs. The attached Sketch shows the test bore locations.
Test Pits
The preliminary exploration program for the project (April 2013) included eight (8) test pits
throughout the site. The test pits were excavated with a CAT 314D excavator to depths of =6-12
ft. An Engineer from UTS was present to log the test holes. The Town located the test pits with tape
survey referencing existing features (ie: existing building).
SUBSURFACE CONDITIONS
The subsurface conditions below shallow Fill and/or Organic soils include Glacio-Fluvial Soils then
compact Glacial Till. There is also some deep Fill and rubble associated with an abandoned
basement foundation infilled to the north of the site.
Some deep to shallow Fill as well as buried Organic soils were identified in the prior test pits and
the recent test bores around the site. The recent test bores encountered about =3-4 ft of Fill and/or
Organic laden soils (buried Topsoil and/or loamy Subsoil Horizon). There was some deep fill (=12
ft) at B3 likely associated with a prior basement. This Fill is generally granular (Sand & Gravel,
trace rubble, asphalt, etc) but loose. This Fill also extends below the groundwater. The depth of the
Fill and Organic laden soils at the respective test bore locations is shown on the attached Sketch. The
test pits also identified variable Fill and buried Organic laden soils throughout the site. The
abandoned foundation and associated infill was encountered and supposedly delineated with the test
pits. There were both mortared stone and mortared brick foundations. The abandoned foundations
LITS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 4
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration B1dg,North Andover
Attachment PO: 140878
School Department Building August 20, 2013
North Andover, Massachusetts Page 3 of 6
include a basement which extends =7-11 ft below grade. Most of the infill includes a loamy silty
Sand and/or miscellaneous Rubble (brick, masonry, granite, trace wood). Fill should also be
expected around the foundation and intersecting utilities. It appears the site was elevated at least =2-
3 ft at the time of the Police Station construction. The Fill was placed directly atop the Topsoil &
Subsoil horizons.
The parent site soils include Glacio-Fluvial soils which transition into dense Glacial Till. These
conditions are typical of the area geology. Glacio-Fluvial soils were encountered to depths of =10-
14 ft. These soils vary in composition but generally include a brown to grey, fine to medium Sand,
some silt, little gravel. These soils are stable and compact but are looser near the groundwater.
These soils are expected to be encountered throughout most of the site and foundation construction.
These fine-grained soils are poor -draining, moisture sensitive and frost susceptible. At depth, there
is a dense Glacial Till. The Till includes an olive grey, Sand & Silt, little gravel, trace clay. The Till
is dense, stable and compact.
Groundwater was encountered about =6-10 ft below grade. Wet soils were encountered below these
depths. It should be noted that fluctuations in the level of the groundwater may occur due to
variations in rainfall, temperature, utilities and other factors differing from the time of the
measurements.
FOUNDATION SUBGRADE RECOMMENDATIONS
The subgrade conditions are considered suitable for supporting the proposed building on a
conventional spread footing foundation with a concrete floor slab. The organic soils, undocumented
fill, intersecting utilities, abandoned foundations and other foreign mater are not considered suitable
to remain within the building pad due to their questionable strength and compressibility
characteristics. These materials should be fully removed from the building footprint including the
Footing Zone oflnfluence (FZO1) prior to foundation construction. The FZO1 is defined as that area
extending laterally one foot from the edge of the footing then outward and downward at a 1 H:1 V
splay. Structural Fill necessary to achieve foundation grade should conform to the Specifications
(Table 1). A'/4 -inch minus crushed stone may be used for Structural Fill in wet areas.
The parent subgrade soils should be exposed in the foundation areas prior to casting the footings or
placing structural fill. It is recommended that the parent subgrade be proof -rolled with vibratory
densification and exhibit stable and compact conditions. The purpose of the proof -rolling is to
densify the site soils and identify potential loose or unstable areas which should be removed as
necessary. Recommended proof -rolling should involve at least 5-6 passes with a vibratory
compactor (minimum 850 pound static weight) operating at peak energy. During the proof rolling
process, the subgrade should be observed by an Engineer to identify areas exhibiting weaving or
instability. It will be necessary to remove weakened or unstable soils and replace with a Structural
Fill or crushed stone. Proof -rolling should not be used when the subgrade is wet as this may result
in soil pumping and instability. Deep excavations (=12 ft) that encroach the groundwater will be
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 5
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration B1dg,North Andover
Attachment PO: 140878
School Department Building August 20, 2013
North Andover, Massachusetts Page 4 of 6
required in the area of B3 (and possibly other areas). The contractor should exercise extra precaution
to minimize subgrade disturbance in these wet areas. The groundwater (or puddled stonn water)
should be continuously maintained at least one foot below construction grade until the backfilling
is complete. Deep sumps and pumps will likely be necessary to maintain a dry site to complete
construction. The means and methods of temporary groundwater control should be reviewed and
designed by the Contractor. The discharge of the collected water should be reviewed by others. The
swnps shall be filtered with drainage stone and fabric and extend at least =2 ft below construction
grade. The sumps should be installed early in the construction to depress the groundwater.
Localized excavations should be considered to better manage the groundwater. A crushed stone fill
should also be used for Structural Fill below the groundwater table. The purpose of the stone base
is to protect the wet subgrade, facilitate necessary dewatering, aid in the placement of structural fill
in semi -wet conditions and provide a dry/stable base upon which to progress foundation
construction. Proper groundwater control and storm water management are necessary to maintain
site stability. Wet conditions are generally more problematic if construction occurs during the wetter
winter or spring season. A protective base of/4-inch minus crushed stone should be used below the
footings if wet conditions are present during construction. We recommend budgeting stone if
foundation construction occurs during the winter to spring season.
The bearing subgrade should ultimately be stable, dewatered, free of frost and compact throughout
construction. Bearing subgrades that become weakened or disturbed due to wet conditions,
groundwater seepage and/or construction activities will be rendered unsuitable for structural support.
An Engineer from UTS should be scheduled to review the subgrade conditions and preparation
during construction.
FOUNDATION DESIGN RECOMMENDATIONS
The footings are expected to gain bearing support atop the prepared subgrade (Glacial and/or
Structural Fill). Footings may be designed using an allowable bearing capacity of 4 ksf (FS=3). The
allowable bearing capacity may be increased a third (1/3) when considering transient loads such as
wind or seismic. The bearing capacity is contingent upon the perimeter strip footings and isolated
column footings being no less than 2 ft and 3 ft in width respectively. For footings less than 3 ft in
lateral dimension, the net allowable bearing capacity should be reduced to one-third and multiplied
by the least lateral footing dimension in feet. Foundation settlement should be less than 1 inch with
differential settlement less than '/2 inch. The settlement should be elastic and occur during
construction. Exterior footings shall be provided with at least 4 ft of frost protection. Proper frost
protection should be necessary during winter construction.
The subsurface conditions were reviewed with respect to seismic criteria set forth in the
Massachusetts State Building Code (Eighth Edit). Based on the relative density of the soils and
the depth to groundwater, the site is not susceptible to liquefaction in the event of an earthquake
(Section 1804.67. Based on interpretation of the Building Code, the Site Classification (Section
9.4.1.2.1) is "D" (Stable Soil).
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 6
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration B1dg,North Andover
Attachment Po: 140878
School Department Building August 20, 2013
North Andover, Massachusetts Page 5 of 6
It is recommended that a minimum 8 -inch base of Clean Granular Fill (Table 1) be placed below
the concrete floor slab for moisture and frost control. The gravel base should be increased to no less
than 12 inches for exterior slabs exposed to frost (=20 inches at entrances and ramps). A subgrade
modulus of 150 pci may be used for design of the floor slab. A vapor retarder should be used below
the floor slab dependent upon the floor treatment. A vapor barrier should be specified by others per
ACI Standards. A vapor retarder would appear necessary given the public building and the presence
of fine-grained soils. A typical vapor retarder may include 10 -mil polyethylene or StegoWrapT!'
with joints lapped 8 inches.
Structural fill necessary within and/or below the foundation should conform to the attached
Specifications (Table 1). The Glacial and Fill soils are generally not considered suitable for re -use
as Structural Fill on the project given their fine-grained composition and/or embedded organic
matter. Organic laden soils should be segregated to non-structural landscape areas.
CONSTRUCTION CONCERNS
Protection of Foundation Subgrade
The contractor should be required to maintain a stable-dewatered subgrade for the building
foundation and other concerned areas during construction. Subgrade disturbance may be influenced
by excavation methods, moisture, precipitation, groundwater control and construction activities. The
site soils are considered inherently vulnerable to disturbance when exposed to wet conditions and
construction activities. The moisture sensitivity of these soils is associated with the high percentage
of fine-grained material (fine sand/silt) which acts to retain moisture. The presence of a perched
water or groundwater encroachment will further impact the subgrade stability. The contractor should
be aware of the moisture concerns and take precautions to reduce subgrade disturbance. Such
precautions may include diverting storm run-off away from construction areas, reducing traffic in
sensitive areas, minimizing the extent of exposed subgrade if inclement weather is forecast,
backfilling footings as soon as practicable, and maintaining an effective dewatering program. Soils
exhibiting weaving or instability should be over -excavated to a competent bearing soil and replaced
with a crushed stone or gravel. The moisture concerns are typically more problematic if construction
takes place during the winter to spring season or other periods of inclement weather. A protective
base of/4-inch minus crushed stone (protected with a geotextile filter fabric) may be placed at least
= 6 inches below and laterally beyond the footing I imits for protection during construction. Thestone
base is to protect the site soils, facilitate any necessary dewatering and provide a dry/stable base upon
which to progress foundation construction. The protective base should be considered elective and
dependent upon the site conditions. The stone base should be considered necessary if wet conditions
are encountered at footing grade. The protective stone base shall be tamped with a plate compactor
and exhibit stable conditions. Bearing subgrades that become weakened or disturbed due to wet
conditions will be rendered unsuitable for structural support. An Engineer from UTS should inspect
bearing subgrades during construction. We recommend budgeting stone if foundation construction
is to occur during the winter to spring season.
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Attachment
Page 7
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration B1dg,North Andover
P0: 140878
School Department Building August 20, 2013
North Andover, Massachusetts Page 6 of 6
The groundwater table, if encountered, will need to be temporarily controlled during construction
to complete work in dry conditions and protect the competency of the subgrade. Storm water is also
expected to puddle in the footing trenches given poor -drainage. The groundwater table or paddled
storm water should be continuously maintained at least one foot below construction grade until
backfilling is complete. The groundwater is expected to be controlled with conventional sumps and
pumps. The temporary sumps should be filtered with stone and fabric and extend at least =18-24
inches below construction grade. A =6 inch lift of minus crushed stone should be placed
atop the wet subgrade to protect its competency and facilitate dewatering. The stone should have
positive slope to the sump. The stone shall be tamped exhibiting stable conditions. Adequate
dewatering and storm water management are necessary for maintaining the competency of the site
soils.
CONSTRUCTION MONITORING
It is recommended that a qualified engineer or representative be retained to review eaiihwork
activities such as the preparation of the foundation bearing subgrade and the placementicompaction
of Structural Fill. It is recommended that UTS be retained to provide construction monitoring
services. This is to observe compliance with the design concepts presented herein.
We trust the contents of this memorandum report are responsive to your needs at this time. Should
you have any questions or require additional assistance, please do not hesitate to contact our office.
knim50/utsl3/NorthAndoverSchoolBldg.wpd
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 8
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration B1dg,North Andover
Attachment PO: 140878
Explorations
Review
LIMITATIONS
The analyses, recommendations and designs submitted in this report are based in part upon the data
obtained from preliminary subsurface explorations. The nature and extent of variations between
these explorations may not become evident until construction. If variations then appear evident, it
will be necessary to re-evaluate the recommendations of this report.
The generalized soil profile described in the text is intended to convey trends in subsurface
conditions. The boundaries between strata are approximate and idealized and have been developed
by interpretation of widely spaced explorations and samples; actual soil transitions are probably
more gradual. For specific information, refer to the individual test pit and/or boring logs.
Water level readings have been made in the test pits and/or test borings under conditions stated on
the logs. These data have been reviewed and interpretations have been made in the text of this
report. However, it must be noted that fluctuations in the level of the groundwater may occur due
to variations in rainfall, temperature, and other factors differing from the time the measurements
were made.
It is recommended that this firm be given the opportunity to review final design drawings and
specifications to evaluate the appropriate implementation of the recommendations provided herein.
In the event that any changes in the nature, design, or location of the proposed areas are planned, the
conclusions and recommendations contained in this report shall not be considered valid unless the
changes are reviewed and conclusions of the report modified or verified in writing by UTS of
Massachusetts, Inc.
Cnnonirtinn
6. It is recommended that this firm be retained to provide geotechnical engineering services during the
earthwork phases of the work. This is to observe compliance with the design concepts,
specifications, and recommendations and to allow design changes in the event that subsurface
conditions differ from those anticipated prior to the start of construction.
Use of Report
This report has been prepared for the exclusive use of the Town of North Andover in accordance
with generally accepted soil and foundation engineering practices. No other warranty, expressed
or implied, is made.
8. This report has been prepared for this project by UTS of Massachusetts, Inc. This report was
completed for geotechnical design purposes and may be limited in its scope to complete an accurate
bid. Contractors wishing a copy of the report may secure it with the understanding that its scope is
limited to preliminary geotechnical design considerations.
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 9
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration B1dg,North Andover
Attachment PO: 140878
TABLE 1
School Administration Building
North Andover, MA
Recommended Soil Gradation & Compaction Specifications
NOTE:
Clean Granular Fill
(Select Gravel Fill)
SIEVE SIZE
PERCENT PASSING
BY WEIGHT
3 inch
100
3/4 inch
60-90
No. 4
20-70
No. 200
2-8
For minimum 8 -inch base below Concrete Floor Slab (heated areas)
For minimum 12 -inch base for concrete slabs exposed to frost
Shall have less than 12% fines (No. 200 sieve) based on the Sand fraction
Structural Fill
(Gravelly SAND, little Silt)
SIEVE SIZE
PERCENT PASSING
BY WEIGHT
5 inch
100
3/4 inch
60-100
No. 4
20-80
No. 200
0-10
NOTE: For use as structural load support below the foundations
For use as backfill behind unbalanced foundation/retaining walls
A'/4 -inch crushed stone may be used in wet conditions
Shall have less than 20% fines (No. 200 sieve) based on the Sand fraction
Structural Fill placed beneath the foundation should include the Footing Zone oflnfuence which
is defined as that area extending laterally one foot from the edge of the footing then outward and
downward at a 1H:1 V splay. Structural Fill should be placed in loose lifts not exceeding 12 inches
for heavy vibratory rollers and 8 inches for vibratory plate compactors. Structural Fill should be
compacted to at least 95 percent of maximum dry density as determined by the Modified Proctor
Test (ASTM -D1557). Compacted Fill should bedensifiedwithin f3%ofoptimum moisture content.
The adequacy of the compaction efforts should be verified by field density testing which is also a
requirement of the Massachusetts State Building Code.
UTS of Massachusetts, Inc. Page 10
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration B1dg,North Andover
Attachment PO: 140878
M
UTS of Massachusetts, Inc. Page 11
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration B1dg,North Andover
Attachment PO: 140878
Notes: Hollow Stem Auger Size - 4-1/4"
Colicsionless: 0 - 4 V. Loose. 4 - 10 Loose, Trace 0 to 10"/o CASING
Ill -30 M Dense, 30 -50 Dense, 50+ V Little 10 to 20% ID SIZE (IN)
Cohesive: 0 -2 V Soft, 2 A Soft, 4 -8 M Sonic 20 to 35% HAMMER WGT (LB)
SAMPLE CORETYPE
SS
140 16.
w_TEST
BORING 'OG' SHEET,
t
' . .. t, I
*tstil x i c tilt=.
C,,,rlt.
Proposed Building
BORING B-1
Site: 566 Main Street
North Andover, MA
PROJECT NO. 13-0816
DATE: August 13, 2013
Ground Elevation:
166 ft+/-
GROUNDWATER OBSERVATIONS
Date Started:
August 12, 2013
DATE DEPTH CASING STABILIZATION
Date Finished:
August 12, 2013
8/12/13 loft n/a Upon Completion
Driller:
DL
Soil En gincer/Geolo ist.
KM
Depth
Casing
Sam le
Visual Identification
Ft.
Wit No, roman
Depth
Blows/6" Strata of Soil and / or Rock Sam Ic
Pavement
1 10"
6"-2'6"
6-2-3-2 Dark Brown, loamy, silty Sand, little gravel (FILL)
1
2.
2 11"
2'6"-4'6"
7-5-5-6 Rust Brown, silty Sand (SUBSOIL)
4'
5
3 20"
5'0"-7'0"
9-19-31-30 Brown, fine to medium Sand, some silt, little gravel, dry
4 15"
7'0"-9'0"
20-27-20-32 Same (GLACIO-FLUVIAL)
10
5 11"
10'0"-12'0"
6-5-10-12 Same, wet
14'
15
6 12"
15'0"-16'1"
18-37-
100/1" Olive, fine to medium Sand & Silt, little gravel, wet
(GLACIAL TILL)
20
7 5"
20'0"-20'5"
100/5" Same, cobbles
End of boring at 20'6"
25
30
35
Notes: Hollow Stem Auger Size - 4-1/4"
Colicsionless: 0 - 4 V. Loose. 4 - 10 Loose, Trace 0 to 10"/o CASING
Ill -30 M Dense, 30 -50 Dense, 50+ V Little 10 to 20% ID SIZE (IN)
Cohesive: 0 -2 V Soft, 2 A Soft, 4 -8 M Sonic 20 to 35% HAMMER WGT (LB)
SAMPLE CORETYPE
SS
140 16.
UTS of Massachusetts, Inc. Page 12
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration B1dg,North Andover
Attachment PO: 140878
Notes: Hollow Stein Auger Size -4-1/4"
Cohesionless: 0 -4 V. Loose, 4 - 10 Loose, Trace 0 to 10% CASING
10 -30 M Dense, 30 .50 Dense, 50+ V Little 10 to 20% rD SIZE (IN)
Cohesive: 0 -2 V Soft, 2 -4 Soft, 4 -8 M Some 20 to 35% HAMMER WGT (LB)
SAMPLE CORETYPF.
SS
140 Ib.
�'PESTTB01H
I'° SHEET 2
F t t sa<
t
Proposed Building
"
BORING B-2
--
...
Site: 566 Main Street
PROJECT NO. 13-0816
North Andover, MA
DATE: August 13, 2013
Ground Elevation:
169 ft-/-
GROUNDWATER OBSERVATIONS
Date Started:
August 12, 2013
DATE DEPTH CASING STABILIZATION
Date Finished:
August 12, 2013
8/12/13 19ft n/a Upon Completion
Driller:
DL
Soil Engineer/Geolo ist
KM
Depth
Casing
Sam le
Visual Identification
Ft.
bva No, nomR.,
Depth
Blows/G' Strata
of Soil and / or Rock Sample
Pavement
1 12"
6"-2'6"
6-7-5-4 Rust Brown, loamy, silty Sand, gravel, trace loam (SUBSOIL)
1
3'
2 11"
2'6"-4'6"
8-18-30-33 Brown, fine to medium Sand, little gravel, little silt, dry
5
3 0"
5'0"-5'1"
100/1" Norecovery —Boulder? (GLACIO-FLUVIAL)
4 6"
7'0"-9'0"
7-17-19-10 Brown, fine to medium Sand, some silt, trace gravel, damp/wet
10'
10
5 12"
10'0"-12'0"
10-21-20-13
Olive, fine to medium Sand & Silt, little gravel, wet (TILL)
15
6 11"
15'0"-16'1"
12-12-17-20
Same
(GLACIAL. TILL)
20
7
20'0"-21'1"
33-51-
100/1" Same
End of boring at 21 ft
25
30
35
Notes: Hollow Stein Auger Size -4-1/4"
Cohesionless: 0 -4 V. Loose, 4 - 10 Loose, Trace 0 to 10% CASING
10 -30 M Dense, 30 .50 Dense, 50+ V Little 10 to 20% rD SIZE (IN)
Cohesive: 0 -2 V Soft, 2 -4 Soft, 4 -8 M Some 20 to 35% HAMMER WGT (LB)
SAMPLE CORETYPF.
SS
140 Ib.
LITS of Massachusetts, Inc. Page 13
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration B1dg,North Andover
Attachment PO: 140878
Notes: Hollow Stein Auger Size - 4-1/4" I
Cohesionless: 0 - 4 V. Loose, 4 - 10 Loose, Trace Oro
10% CASING
10 -30 M Dense, 30 -50 Dcnsc, 50+ V Little 10'. 20% 1D SIZE (IN)
Cohesive: 0 -2 V Soft, 2 -4 Soft, 4 -8 M Some 20 to 35% HAMMER WGT (LB)
SAMPLE CORE TYPE
SS
140 Ib.
'I'EST.BORING
BOG a sxET3
Soil' . cptt raltt,n ?ra'1;,
Proposed Building
BORING B-3
Site: 566 Main Street
North Andover, MA
PROJECT NO. 13-0316
DATE: August 13, 2013
Ground Elevation:
160 fi-i
GROUNDWATER OBSERVATIONS
Date Started:
August 12, 2013
DATE DEPTH CASING STABILIZATION
Date Finished:
August 12, 2013
8/12/13 7 ft n/a Upon Completion
Driller:
DL
Soil Eneineer/Geolo 1st
KM
Depth
Casing
Sam Ic
Visual Identification
Ft.
bl/tt No. r,,A"c
Depth
- Blows/&" Strata
of Soil and / or Rock Sample
Pavement
1 4"
6"-2'6"
4-8-8-8 Brown, fine to medium Sand & Gravel, trace silt, asphalt
1
2 2"
2'6"-4'6"
7-5-4-7 Same, trace rubble (FILL)
5
3 3"
5'0"-7'0"
4-5-9-3 Same, dry (FILL)
4 2"
7'0"-9'0"
3-3-5-2 Same, wet
10
5 3"
10'0"-12'0"
4-5-5-2
Same, wet (FILL)
12'
6 4"
12'0"-14'0"
25-40-22-31
Olive brown, fine to medium Sand & Silt, little gravel, wet
15
7 10"
15'0"-16'2"
35-45-
100/2" Same, w/ cobbles, wet (GLACIAL TI LL)
20
8 6"
20'0"-20'10"
33-100/4"
Same
End of boring at 21 ft
25
30
35
Notes: Hollow Stein Auger Size - 4-1/4" I
Cohesionless: 0 - 4 V. Loose, 4 - 10 Loose, Trace Oro
10% CASING
10 -30 M Dense, 30 -50 Dcnsc, 50+ V Little 10'. 20% 1D SIZE (IN)
Cohesive: 0 -2 V Soft, 2 -4 Soft, 4 -8 M Some 20 to 35% HAMMER WGT (LB)
SAMPLE CORE TYPE
SS
140 Ib.
UTS of Massachusetts, Inc. Page 14
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration B1dg,North Andover
Attachment PO: 140878
Notes: Hollow Stem Auger Size -4-1/4"
Cohcsionless: 0 -4 V. Loosc, 4 - 10 Loose, Trace 0 to 10% CASING SAMPLE CORE. TYPE
10 -30 M Dense, 30 -50 Dcnsc, 50+ V Little 10 to 20% ID SIZE (IN) SS
Cohesive: 0 -2 V Soft,2 A Soft, 4 -8 M Some 20 to 35% HAMMER WGT (LB) 14016.
8-15Stiff, 15 -30 V. Stiff 30 + Hard. HAMMER FALL IN 0"
`
TEST BORING LOO SHEET'4
Wd (ta r f •rrlt
Proposed Building
BORING B-4
Site: 566 Main Street
North Andover, MA
PROJECT NO. 13-0816
DATE: August 13, 2013
Ground Elevation:
162 ft+/-
GROUNDWATER OBSERVATIONS
DATE DEPTH CASING STABILIZATION
Date Started: August 12, 2013
Date Finished:
August 12, 2013
8/12/13 6 ft n/a Upon Completion
Driller: DL
Soil
Engineer/Geolo ist
KM
Depth
Casing
Sam le
Visual Identification
Ft.
bHn No, N,VR��
Depth
Blows/6" Strata of Soil and / or Rock Sam Ic
Pavement
1 7"
6"-2'6"
4-4-5-6
1
Sand, gravel w/ rubble, brick, concrete (FILL)
2 6"
2'6"-3'6"
5-6
2A 7"
3'6"4'6"
5-7 3'6"
5
3 20"
5'0"-7'0"
5-8-5-5 Brown -Grey, fine to medium Sand & Silt, little gravel, wet
4 18"
TO"40"
7-11-7-9 Same (GLACIO-FLUVIAL)
10
5 19"
107-12'0"
8-18-25-31
11 Olive, fine to medium Sand & Silt, little gravel, wet
15
6 15"
15'0"-17'0"
18-35-41-40 Same (GLACIAL TILL)
20
7 6"
20'0"-20'9"
18-100/3" Same
End of boring at 21 ft
25
30
35
Notes: Hollow Stem Auger Size -4-1/4"
Cohcsionless: 0 -4 V. Loosc, 4 - 10 Loose, Trace 0 to 10% CASING SAMPLE CORE. TYPE
10 -30 M Dense, 30 -50 Dcnsc, 50+ V Little 10 to 20% ID SIZE (IN) SS
Cohesive: 0 -2 V Soft,2 A Soft, 4 -8 M Some 20 to 35% HAMMER WGT (LB) 14016.
8-15Stiff, 15 -30 V. Stiff 30 + Hard. HAMMER FALL IN 0"
UTS of Massachusetts, Inc. Page 15
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 08-20-2013
Report No. 2
Job Number 15982
Project School Administration•B1dg,North Andover
Attachment PO: 140878
Notes: Hollow Stem Auger Size - 4-1/4"
Cohesinnless: 0 - 4 V. Loose, 4 - 10 Loose, Trace 0 to 1091 CASING
10 -30 M Dcnsc, 30 -50 Dense, 50+ V Little 10 to 20% ID SIZE (IN)
Cohesive: 0 -2 V Soft, 2 -4 Soft, 4 -8 M Some 20 to 35% HAMMER WET (LB)
SAMPLE CORE TYPE
SS
140 Ib.
EST$BORING+LOG- SHEET.s'
g, p I I I r, x Iiwl Ct
Proposed Building
BORING B-5
Site: 566 Main Street
PROJECT NO. I3-0816
North Andover, MA
DATE: August 13, 2013
Ground Elevation:
166 ft+/-
GROUNDWATER OBSERVATIONS
DATE DEPTH CASING STABILIZATION
Date Started:
August 12, 2013
8/12/13 10 ft iva Upon Completion
Date Finished:
August 12, 2013
Driller:
DL
Soil En incer/Geolo ist: "1
Depth
Casing
Sample
Visual Identification
pt_
bpti No. i'""'nom72'6"-3'5"
Blows/6" Strata of Soil and/ or Rock Sample
Pavement
5"
1 8"7-7-15-7
Brown, fine to medium Sand, some silt, trace brick, organic
1
(FILL)
2 6"17-100/5"
2'6"
5
3 17"
5'0"-7'0"
10-11-20-20 Brown, fine to medium Sand, some silt, trace gravel, cobbles
(GLACIO-FLUVIAL)
4 6"
7'0"-7'7"
21-100/1"
10
5 20"
10'0"-12'0"
5-6-6-6 Same, wet
6 15"
12'0"-14'0"
17-21-17-30 12' Olive Fine Sand & Silt, trace gravel, wet (TILL)
End of boring at 14 ft
15
20
25
30
35
Notes: Hollow Stem Auger Size - 4-1/4"
Cohesinnless: 0 - 4 V. Loose, 4 - 10 Loose, Trace 0 to 1091 CASING
10 -30 M Dcnsc, 30 -50 Dense, 50+ V Little 10 to 20% ID SIZE (IN)
Cohesive: 0 -2 V Soft, 2 -4 Soft, 4 -8 M Some 20 to 35% HAMMER WET (LB)
SAMPLE CORE TYPE
SS
140 Ib.
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Invoice Date:
To: Town of North Andover
Stephen E. Foster Page:
1600 Osgood Street, Suite 3-59 Invoice Number:
North Andover, MA 01845 Job Number:
Terms:
Project: School Administration B1dg,North Andover
PO: 140878
DATE QUANTITY DESCRIPTION
08/20/13 1.00 Geotechnical Engineer
TOTAL THIS INVOICE:
08/30/2013
1
53001
15982
Due Upon Receipt
RATE AMOUNT
3,600.00 3,600.00
3,600.00
All File Test reports will be discarded 6 months after completion of our services.
CC:
Company Name Contact Name Invoice Tyne Delivery Method
Town of North Andover Stephen E. Foster Original Email And Mail
Purchase Order Town of North Andover No. 140878
120 Main Street IIIIIIII II IIIIIIIIIIIII IIIIIIII VIII
North Andover MA 01845
P.O. Date: 07/31/2013 Questions ? Ext: Account:
P.O. Issued To: Ship To:
LITS of Mass Inc Assistant Town Manager
5 Richardson Lane Attn: Ray Santilli
Stoneham MA 02180 120 Main Street
North Andover MA 01845
Contact: Location: Assistant Town Manager (978) 688-9516
Phone: (781) 438-7755 Fax: (781) 438-6216 Project: Undesignated Req# 140957
Reference: Date Required: 08/15/2013 Award Number:
Line Qty Unit Part# Description Unit Price
1 Eq School Administration Building Project - Geotechnical Services per proposal dated 1.00
July 11, 2013
APPROVAL SIGNATURES:
1-4 Received By:
I Certify that the items described above were received, counted and inspected by me; and the
NOTES: condition was satisfactory except as otherwise noted.
Total Amount: 3,600.00
Order Via: Mail
RECEIVING COPY
Wednesday, July 31, 2013 Page 1 of 1
UTS OF MASSACHUSETTS, INC.
5 Richardson Lane
Stoneham, MA 02180
781-438-7755 (p) / 781-438-6216 (f)
www. Utsofma55.COm
July 11, 2013
Mr. Stephen E. Foster
Facilities Director
Town of North Andover
1600 Osgood Street - Suite 359
North Andover, MA 01845
re: PROPOSAL FOR GEOTECHNICAL S C/ l 6 0 0
PROPOSED SCHOOL ADMINISTRA7
NORTH ANDOVER, MASSACHUSET
UTS is pleased to provide this proposal to comple
PROJECT OVERVIEW/ OBJECTIVES OF'
The project is located at the former Police Statioi
the existing building or removal of the Police c
recently completed a limited geotechnical study to revicw
foundation with miscellaneous infill.
The purpose of the geotechnical investigation will be to define the nature and character of the
subsurface conditions underlying the proposed building area. This information will be evaluated
with respect to the design and construction of a technically feasible foundation. A Geotechnical
Report will be submitted which provides soil engineering parameters for the structural design of the
foundation system and earthwork considerations. The report will address geotechnical requirements
per the Massachusetts State Building Code. The report will address bearing capacity, settlement,
seismic parameters, groundwater issues, building pad preparation, lateral earth pressure and other
relevant geotechnical issues pertinent to foundation design and construction.
PROPOSED WORK SCOPE
We propose a subsurface exploration program involving about 4 test borings around the new
building. The borings will be advanced to depths of =20 ft unless shallow refusal is encountered or
School Administration Building July 11, 2013
North Andover, MA Page 2 of 3
if questionable soils require additional exploration. During advancement of the test borings, soil
samples will be retrieved at 5 ft intervals with a 2 inch diameter split -spoon sampler. Standard
Penetration Tests will be performed at the sampling intervals in general accordance with ASTM
1586. The subsurface exploration program will be directed by an Engineer who will record the
visual classification of soil samples, penetration resistance, groundwater depths, depth to refusal and
other pertinent data on Test Boring Logs.
Data obtained during the subsurface exploration program will be evaluated with respect to
foundation design considerations and earthwork activities. The results will be provided in a report
which summarizes the exploration program, the subsurface conditions encountered, and our
recommendations for foundation design and construction. The report will include the Test Boring
Logs as well as a plan showing their location.
BUDGET/STAFF ASSIGNMENT
Our estimated budget/staff assignment based on the work scope outlined above is as follows:
TASK
STAFF
TASK TOTAL
ASSIGNMENT
Test Borings
sub -contract
$2,000.
(Truck Access)
Geotechnical
Geotechnical
$1,600.
Report
Engineer
TOTAL PROJECT BUDGET
$3,600.
NOTES:
We will contact your office should cohesive soils (soft clay), peat, loose sand, uncontrolled fill
and/or other concerned soils be encountered which may warrant additional explorations or laboratory
testing for geotechnical evaluation. The cost of such testing is considered to be above and beyond
the quoted budget. Based on our experience in the area, we expect to penetrate such materials for
geotechnical evaluation.
DIG SAFE will be provided by UTS for the project. UTS can not be responsible for private site
utilities not maintained by DIG SAFE. The property owner should understand this and inform UTS
of any private utilities in this respect. We will review the Existing Conditions Plan with utility
locations if available for the project.
This quote does not include costs for landscape repairs and other incidental damage that may occur
during the drilling operations such as rutted or tracked lawns. We will fill and cold patch all test
holes made in pavement areas and fill and rake all holes in lawn areas. UTS will take all necessary
precautions to minimize site damage during the drilling operations.
School Administration Building July 11, 2013
North Andover, MA Page 3 of 3
This quote does not include increased costs for Prevailing Wage.
Our services will be provided in accordance with the attached Terms and Conditions.
SCHEDULE
We could commence work on this project within 4-5 days upon receipt of a signed contract. We
expect to submit our Geotechnical Report within 4-6 days thereafter.
We trust that the contents of this proposal are consistent with your needs at this time. Should you
have any questions or require further assistance, please do not hesitate to contact our office.
Very truly yours,
UTS of Massachusetts, Inc.
Kevin M. Martin, P.E.
Geotechnical Engineer
This proposal and the Terms and Conditions of engagement are hereby accepted and executed by a
duly authorized signatory, who by execution hereof, warrants that he/she has full authority to act for,
in the name and on behalf of the client.
(Authorizing Signature) (Name and Title)
(Authorizing Authority) (Date)
kmm50/NorthAndoverSchoolAdminProposal.wpd
UNIVERSAL TESTING SERVICES, INC. - TERMS AND CONDITIONS
COMPENSATION: Fees for engineering services will be based upon the
time worked on a given project and computed in accordance with the
attached rate schedule or based upon the lump sum fee. Fees for in-house
computer services, mileage charges, expenses, and time spent traveling in
the interest of work will be assessed in accordance with the attached rate
schedule.
INVOICES: Invoices will be submitted either upon completion of services
or on a monthly basis. Invoices are due and payable within thirty (30) days
after the billing date. If CLIENT objects to all or any portion of an invoice,
CLIENT shall so notify UTS within fourteen (14) calendar days of the
invoice date, identify the cause of disagreement, and pay when due that
portion of the invoice, if any, not in dispute.
SUBSURFACE EXPLORATIONS: CLIENT should be aware that some
damage to the terrain, vegetation, structures, or equipment on the site may
occur in the normal course of work. CLIENT will not hold UTS liable for
such damages and will make compensation to UTS if UTS is required to
restore the land to its former condition. UTS will take reasonable
precautions to limit damage to the site and to any subterranean structures.
UTS will not be held liable for damages or injury, including consequential
damages such as the loss of use or profit, resulting from interference with
subterranean structures which are not called to our attention or are
incorrectly located on plans furnished by CLIENT or others in connection
with the work to be performed.
HOLDING HARMLESS: CLIENT understands that "holding UTS
harmless" as referred to above and elsewhere in these Terms and Conditions,
would, among other thing require CLIENT to compensate UTS for any time
spent or expenses incurred by UTS in defense of any claim for which
CLIENT has agreed to indemnify UTS, in accordance with UTS's prevailing
fee schedule and expense reimbursement policy relative to recovery of direct
project costs.
SAMPLES: Soil, rock, and water samples obtained from the site which
have not been consumed in testing become the property of the CLIENT,
once the project account has been paid in full. Such samples will be held for
thirty (30) days after payment, and will be disposed of thereafter unless
delivery to CLIENT is requested in writing.
DOCUMENTS All documents generated by UTS in the course of rendering
service to CLIENT will remain the property of UTS. CLIENT agrees that
all documents and/or plans provided by UTS in connection with services
rendered will be utilized solely by CLIENT for their intended purpose. UTS
will not intentionally divulge documents or information regarding its
services to parties other than CLIENT unless requested in writing by
CLIENT.
CLIENT also agrees to compensate UTS for the additional cost of working
to protect employees' and the public's health and safety. In addition,
CLIENT waives any claim against UTS, and agrees to defend, indemnify
and save UTS harmless from any claim or liability for injury or loss arising
from UTS's discovery of unanticipated hazardous materials or suspected
hazardous materials
DISCOVERY OF UNANTICIPATED CONDITIONS OR HAZARDOUS
MATERIALS: UTS and CLIENT agree that the discovery of unanticipated
conditions or hazardous materials constitutes a changed condition
mandating a renegotiation of the scope of work or termination of services.
Further with regards to hazardous materials, it may be necessary for UTS
to take immediate measures to protect health and safety. UTS agrees to
notify CLIENT as soon as practically possible should unanticipated
hazardous materials or suspected hazardous materials be encountered. In the
event the project site is not owned by CLIENT, CLIENT recognizes that it
is CLIENT'S responsibility to inform the property owner of the discovery of
unanticipated hazardous materials or suspected hazardous materials.
FAILURE TO ENCOUNTER HAZARDOUS MATERIALS: CLIENT
understands that UTS's failure to discover hazardous materials through
appropriate and mutually agreed- upon sampling techniques does not
guarantee that hazardous materials do not exist at the site. Accordingly,
CLIENT waives any claim against UTS, and agrees to defend, indemnify
and save UTS harmless from any claims or liability for injury or loss arising
from UTS's failure to detect the presence of hazardous materials through
techniques commonly employed for the purpose.
MONITORING OF CONSTRUCTION: CLIENT agrees to retain
ENGINEER to monitor construction, and UTS agrees to assign to the
monitoring function persons qualified to observe and report on the quality
of work performed by contractors, et at. Provision of construction
monitoring by UTS is not insurance, nor does it constitute a warranty or
guarantee of any type. In all cases, contractors, et al., shall retain
responsibility for the quality of their work and for adhering to plans and
specifications. Should CLIENT for any reason not retain UTS to monitor
construction, or should CLIENT unduly restrict UTS's assignment of
personnel to monitor construction, or should UTS for any reason not
perform construction monitoring during the full period of construction, UTS
shall not have the ability to provide a complete service. Should UTS for any
reason not have the ability to perform a complete service, and thus not have
the capability for adequate control of implementation of the complete
engineering function, CLIENT waives any claim against UTS, and agrees to
indemnify, defend and save UTS harmless from any claim or liability for
injury or loss arising from problems during construction that allegedly result
from findings, conclusions, recommendations, plans or specifications
developed by UTS.
RESPONSIBILITY TO NOTIFY UTS: CLIENT hereby warrants that, ifhe
knows or has any reason to assume or suspect that hazardous materials may
exist at the project site, has done his best to inform UTS of such known or
suspected hazardous materials' type, quantity and location.
LIMITATION OF LIABILITY: CLIENT agrees to limit UTS's liability to
CLIENT and all third parties arising from UTS's professional acts, errors or
omissions, such that the total aggregate liability of UTS to all those named
shall not exceed $50,000 or UTS's total fee for the services rendered on this
project, whichever is greater. If CLIENT wishes to discuss higher limits and
the charges involved, he should speak with UTS. CLIENT further agrees to
require of the contractor and his subcontractors an identical limitation of
UTS's liability for damages suffered by the contractor or the subcontractors
arising from UTS's professional acts, errors or omissions. Neither the
contractor nor any of his subcontractors assumes any liability for damages
to others which may arise on account of UTS's professional acts, errors or
omissions, except as otherwise stipulated herein.
WARRANTY: UTS strives to perform professional services in accordance
with generally accepted engineering practices.
i
Purchase Requisition Assistant Town Manager No. 140957
Vendor Information I Requisition Information
UTS of Mass Ince SHIP TO: Assistant Town Manager
5 Richardson Lane REQUESTER: Ray Santilli
PROJECT: Undesignated
Stoneham MA 02180 REQUISITION TYPE: Purchase Order
Contact Person: ORDER METHOD: Mail
Phone: (781) 438-7755 Fax: (781) 438-6216 REQUISITION DATE: 7/31/2013 DATE REQUIRED: 8/15/2013
REFERENCE:
BUYER: AWARD NUMBER:
Line Qty Unit Part# Description Account Number Unit Price Extended Tax Freight
1 3600 EA School Administration 3093320.1.1.0123.6310.3.580000.0000.0000.00.00 1.00 3,600.00 0.00 0.00
Building Project -
Geotechnical Services per
proposal dated July 11, 2013
Internal Notes:
APPROVAL SIGNATURES: Sub -Total: 3,600.00
Freight: 0.00
Tax: 0.00
Total Amount: 3,600.00
NOTES: FILE COPY
Wednesday, July 31, 2013 Page 1 of 1
TOWN OF NORTH ANDOVER
Town Manager's Office
120 Main Street
North Andover, MA 01845
Fax Cover Sheet
DATE: August 1, 2013
TO: Kevin Martin
UTS of Massachusetts,lnc
FROM: Ray Santilli
Assistant Town Manager
SUBJ: Purchase Order 140878
Number of pages including cover sheet — 2
FAX: 781-438-6216
PHONE: (978) 688-9516
FAX: (978) 688-9556
Attached is Purchase Order 140878 for the geotechnical services at 566 Main Street, site of the
proposed School Administration Building. Please call if you have any questions/issues.
Thanks
Purchase Order Town of North Andover NO. 140878
120 Main Street
North Andover MA 01845
P.O. Date: 07/31/2013 Questions ? Ext: Account:
P.O. Issued To: Ship To:
LITS of Mass Inc Assistant Town Manager
5 Richardson Lane Attn: Ray Santilli
Stoneham MA 02180 120 Main Street
North Andover MA 01845
Contact: Location: Assistant Town Manager (978) 688-9516
Phone: (781) 438-7755 Fax: (781) 438-6216 Project: Undesignated Req# 140957
Reference: Date Required: 08/15/2013 Award Number:
Line Qty Unit Part# Description Unit Price Extended Tax Freight
1 3600 EA School Administration Building Project - Geotechnical Services per proposal dated 1.00 3,600.00 0.00 0.00
July 11, 2013
Sub -Total: 3,600.00
APPROVAL SIGNATURES: Freight: 0.00
Tax: 0.00
ill`g 4-44 Total Amount: 3,600.00
NOTES:
Order Via: Mail
VENDOR COPY
Wednesday, July 31, 2013 Page 1 of 1
NO
'm
Yransmission
9
TMGR Wednesday, 2013-07-31 11:56 001
Date Time Type Job # Length Speed Station Name/Number Pgs Status
---------- ----- ---- ----- ------ ------------------------- --- ----------------
2013-07-31 11:55 SCAN 01993 0:57 14400 781 438 6216 2 OK -- V.17 AH30
TOWN OF NORTH ANDOVER
Town Manager's Office
120 Main Street
North Andover, MA 01845
Fax Cover Sheet
DATE: August 1, 2013
TO: Kevin Martin FAX: 781-458-6216
UTS of MassachUSetts,inc
FROM: Ray Santilli PHONE: (978) 688-9516
Assistant Town Manager FAX: (978) 688-9556
SUBJ: Purchase Order 140878
Number of pages including cover sheet — 2
Attached is Purchase Order 140878 for the geotechnical services at 566 Main Street, site of the
proposed School Administration Building. Please call if you have any questions/issues.
Thanks
9y
�• 01 Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
WOOD FRAMING INSPECTION REPORT ReportDate 11-19-2014
Report No. 1
Distribution Copy
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
WEATHER:
TIME: 8:00 AM
CONTACT: Henry Sarkis
SUMMARY:
Attached please find the wood framing inspection report prepared by UTS inspector Patrick Sullivan for
the above referenced project.
GENERAL REMARKS:
Inspector Premium
Name Time
Hours
Travel
Time
Pat Sullivan No
Max Day
1 Hr(s)
REVIEWED BY: William P. Crabtree
Our reports are available in PDE form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover
New England Builders & Const.
Foley Buhl Roberts & Assocs.
• Town of Andover
Kang Architects
Municipal Bldg. Consultants
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
UTS of Massachusetts, Inc. Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-19-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
i'�` - •
.....x -WN
5 Richardson bane
Stoneham, Ma 02180
Wood Framiniz Report
Project Name: North Andover School N. Andover MA
Date: 11/19/14
Client: New England Builders and Contractors Inc.
Contact: Henry Sarkis
Purpose: Wood Framing Inspection
Inspector: Patrick Sullivan
Areas Reviewed: New Addition
Plans: S.1 -S 10
Summary: This writer met with Henry Sarkis of New England Builders and Contractors Inc. The purpose
of this visit was to perform a review of the general structural wood framing at the above named site. This
inspection consisted of reviewing the wood framing details to ensure work was being performed in
compliance with the project details and drawings:
Observations are as follows:
The Nominal and engineered lumber type and sizes, fasteners, nail patterns and hangers have been
reviewed and found to be in conformance with the structural drawings and approved shop drawings.
• All wall framing is a 2 by 6 frame 16 inches on center. All wall framing complete
• All blocking complete
• LVL's located and complete at window and door openings
• 5/8" Anchor Bolts were place 4 feet on center at sill locations
• Simpson F1554-36 7/8 anchor rods and Simpson HDU5-SDS2.5 strong ties have been located
and verified
• All structural LVL posts have been located and are complete with mounting brackets top and
bottom
• All H clips complete
• All truss hangers complete
• All trusses counted and located
• All trusses have been tied in 8 feet on center top and bottom chord.
• All exterior wall lintels have been placed with 16 D nails top and bottom 12" on center
The details in the above area(s) are complete at the conclusion of this inspection unless specified
otherwise. The results of this inspection were discussed with the aforementioned contact persons prior to
departure from the project site.
Signed: Patrick Sullivan
r
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 11-19-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
-Page 1
Report Date 08-12-2014
Report No. 6
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 4000# 3/411 1 No. Of Sets: 3 CUBIC YARDS: 115
QCT 11 1 nPATIr1AI• Cl a nn n Ha _ rn1 mmn 1 in.- 4 at A
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
P217
4 x 8
12.56
Good
08/12/2014
08/19/2014
7
39,000
3,110
1
P218
4 x 8
12.56
Good
08/12/2014
08/26/2014
14
48,500
3,860
1
P219
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
64,000
5,100
2
P220
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
65,500
5,210
1
P221
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
63,000
5,020
1
CCT 7I r%PATIIIAI• Clah nn nrAHl rn1 mmn l in.- 1 .At r
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date.
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
P222
4 x 8
12.56
Good
08/12/2014
08/19/2014
7
40,000
3,180
2
P223
4 x 8
12.56
Good
08/12/2014
08/26/2014
14
50,000
3,980
2
P224
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
58,500
4,660
2
P225
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
60,000
4,780
2
P226
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
60,500
4,820
1
QCT Z 1 nf%AT1n K1• Cl.h .H. nnl limn 1 i— d at H
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(Ibs.)
Unit
Load
(psi.)
Fracture
Type
P227
4 x 8
12.56
Good
08/12/2014
08/19/2014
7
41,000
3,260
1
P228
4 x 8
12.56
Good
08/12/2014
08/26/2014
14
52,000
4,140
1
P229
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
62,000
4,940
1
P230
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
58,500
4,660
2
P231
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
58,000
4,620
1
t_`CAICDAI DCRfiADVQ-
Slum in.
7
Air Tem F.
62
Conc Tem F
78
Truck No.
136
Ticket No.
80048
Time
6:15
Unit Wt Ibs/cu ft
Air Content (%)
Slum in. 6
Air Tem F.
67
Conc Tem F
78
Truck No.
129
Ticket No.
80062
Unit Wt lbs/cu ft
Air Content (%)
Slum in.
6
Air Tem F.
75
Conc Tem F
78
Truck No.
117
Ticket No.
80085
Time
10:30
Unit Wt lbs/cu ft
Air Content (%)
Inspector
Name
Premium
Time Hours
Travel
Time
Dan Roche
No Max Day
1 Hr(s)
w
�Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 08-12-2014
Report No. 6
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
.REVIEWED BY: Robert S. Granada
FRACTURE TYPES
X X
Type 1 Type 2 Type 3 Type 4 Types Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
CC: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
Report No.
Distribution Copy
Job Number
Project
Contractor
Concrete Co.
Page 3
08-12-2014
6
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
Kingston Ready Mix
FIELD SUMMARY REPORT
'Total Pour: Slab on grade, column lines A -G at 1-8
Method of Placement: ® Pump ❑ Chute Discharge ❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ❑ Vibrator ® Other
Other: None
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat ® None
❑ Other
Slump Specification (in.) 6
Number of slumps out of specification reported to
If rejected
Approved by
Remarks: The slumps and cylinders were performed at truck discharge chute, which resulted in
a 1" slumps loss.
UTS of Massachusetts, Inc. Page 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 08-12-2014
Report No. 6
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
Of Ka�chusem Inc.
*The Camtruitlfi" Testing PeOPL Page
DAILY REPORTPOUR
PROJECT NAME: PROJECT NO.:
DATE: AIR TEMP.: � 2 TOTAL YARDS: ti S
LOCATION OF POUR:
Load &
Truck #1
Slump
Inches
Batching
In
Batching
Out
Time In
Minutes
Yards
Concrete
Temp.
I % of
Air
Ticket #I
No. of
Cylinders
�':- '1 -1
P�16
—
'c-
2
I
zoos
/,to
�2
Z
a �'�
r.7 c,3
Oze
9yo
r237
613c�
I
i/° o
�
IsT-
-I
INSPECTOR: -1/Z ,)1 2,L iCC N,,�; I/o3c 2
REMARKS: ,- � - /,1 ! SZSi
5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216
�Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 08-12-2014
Report No. 6
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 4000# 3/4 No. Of Sets: 3 CUBIC YARDS: 115
CFT 4 I r1rAT1r1N1• S1 ah nn ".H. -I,- 11 o d �t n
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
P217
4 x 8
12.56
Good
08/12/2014
08/19/2014
7
39,000
3,110
1
P218
4 x 8
12.56
Good
08/12/2014
08/26/2014
14
48,500
3,860
1
P219
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
P220
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
P221
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
qFT 91r1CATWW- R1ah nn nrarla_ rnlmmn 1ina 1 at r`
Lab
No.
Size
(In.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
P222
4 x 8
12.56
Good
08/12/2014
08/19/2014
7
40,000
3,180
2
P223
4 x 8
12.56
Good
08/12/2014
08/26/2014
14
50,000
3,980
2
P224
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
P225
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
P226
4 x 6
12.56
Good
08/12/2014
09/09/2014
28
AFT I I r)r:ATIr1N• .S1 ah on nrarla _ rnl iimn 1 i no 4 at N
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
P227
4 x 8
12.56
Good
08/12/2014
08/19/2014
7
41,000
3,260
1
P228
4 x 8
12.56
Good
08/12/2014
08/26/2014
14
52,000
4,140
1
P229
4 x 8
12.56
Good
08/12/2014
09/09/2014
28
P230
4 x 8
12.56
Good
08/12/2014
09/09/2014T
28
P231
4 x 8
12.56
Good
08/12/2014
09/09/2014 1
28
r_MNFRAI 0FMA0WQ-
Slum in. 7
Air Tem F. 62
Conc Tem F 78
Truck No. 136
Ticket No. 80048
Time 6:15
Unit Wt Ibs/cu ft
Air Content (%)
Slum in.
6
Air Tem F.
67
Conc Tem F
78
Truck No.
129
Ticket No.
80062
Time
7:45
Unit Wt lbs/cu ft
Air Content M
Slum in.
6
Air Tem F.
75
Conc Tem F
78
Truck No.
117
Ticket No.
80085
Time
10:30
Unit Wt lbs/cu ft
Air Content M
Inspector
Name
Premium
Time
Hours
Travel
Time
Dan Roche
No
Max Day
1 Hr(s)
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
Report No.
Distribution Copy
Job Number
Project
Contractor
Concrete Co.
Page 2
08-12-2014
6
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
Kingston Ready Mix
-REVIEWED BY: Robert S. Granada
FRACTURE TYPES
XX
Type 1 Type 2 Type 3 Type 4 Types Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utso£mass.com for more information.
CC: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
` Of Massachusetts
'The Construction Testing People'
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 08-12-2014
Report No. 6
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
FIELD SUMMARY REPORT
Total Pour: Slab on grade, column lines A -G at 1-8
Method of Placement: ® Pump ❑ Chute Discharge ❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ❑ Vibrator ® Other
Other: None
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat ® None
❑ Other
Slump Specification (in.) 6
Number of slumps out of specification reported to
If rejected
Approved by
Remarks: The slumps and cylinders were performed at truck discharge chute, which resulted in
a 1" slumps loss.
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 4
Report Date 08-12-2014
Report No. 6
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
:n'
DAILY. REPORT OF CONCRETE POUR
PROJECT NAME ' rte^
;<} ,! ' `!
Batching
In
PROJECT NO.:
DATE:
AIR TEMP.: � 2
TOTAL YARDS: ti S
LOCATION OF POUR:
Load &
Truck #
Slump
Inches
Batching
In
Batching
Out
Time In
Minutes
Yards
Concrete
Temp.
% of
Air
Ticket #
I No. of
Cylinders
)S
iz-7
U.
�Z 6
/'Cl
1/0
Eto o
4. C>1
r)�
a3
a
i
i
INSPECTOR: T/S-if s L '; x N� REMARKS: 'tO3��
5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
-Page 1
Report Date 08-12-2014
Report No. 6
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete Co. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 4000# 3/4 No. Of Sets: 3 CUBIC YARDS: 115
C1=T 4 1 rlr[ATIr1N• S 1 ah nn r raHa l i n d at
Lab
No.
Size Area Date
(in.) (sq. in.) Condition Cast
Date Age
Tested Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
P217
4 x 8 12.56 Good 08/12/2014
08/19/2014 7
39,000
3,110
1
P218
4 x 8 12.56 Good 08/12/2014
08/26/2014 14
4 x 8
12.56
Good 08/12/2019
P219
4 x 8 12.56 Good 08/12/2014
09/09/2014 28
P224
4 x 8
12.56
P220
4 x 8 12.56 Good 08/12/2014
09/09/2014 28
P225
4 x 6
P221
4 x 8 12.56 Good 08/12/2014
09/09/2014 28
P226
AFT 9 1 r1r:ATIr1N• S 1 ah nn rirarla _ rnl mmn 1 i na 1 at r
Lab
No.
Size
(in.)
Area
(sq. in.)
Date
Condition Cast
Date Age
Tested Days
Total Unit
Load Load
(Ibs.) (psi.)
Fracture
Type
P222
4 x 8
12.56
Good 08/12/2014
08/19/2014 7
40,000 3,180
2
P223
4 x 8
12.56
Good 08/12/2019
08/26/2014 14
P224
4 x 8
12.56
Good 08/12/2014
09/09/2014 28
P225
4 x 6
12.56
Good 08/12/2014
09/09/2014 28
P226
4 x 8
1 12.56
Good 08/12/2014
09/09/2014 28
SFT 4 I nr ATIr1N• Blah nn n Ha rnlmm, 1 i— d .t A
Lab
No.
Size Area
(in.) (sq. in.) Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load Fracture
(psi.) Type
P227
4 x 8 12.56 Good
08/12/2014
08/19/2014
7
41,000
3,260 1
P228
4 x 8 12.56 Good
08/12/2019
08/26/2014
14
P229
4 x 8 12.56 Good
08/12/2014
09/09/2014
28
P230
4 x 8 12.56 Good
08/12/2014
09/09/2014
28
P231
4 x 8 12.56 Good
08/12/2014
09/09/2014
28
r_CNCDAI DCnnADWQ-
7
Air Tem F.
62
Conc Tem F
78
Truck No.
136
Ticket No.
80048
Time
6:15
Unit Wt lbs/cu ft
7 : 4 5
Air Content M
51um In.
6
Air Tem F.
67
Conc Tem F
78
Truck No.
129
Ticket No.
80062
Time
7 : 4 5
Unit Wt lbs/cu ft
Air Content M
Slum in.
6
Air Tem F.
75
Conc Tem F
78
Truck No.
117
Ticket No.
80085
Time
10:30
Unit Wt lbs/cu ft
Air Content M
Inspector
Name
Premium
Time Hours
Travel
Time
Dan Roche
No Max Day
1 Hr(s)
�Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 08-12-2014
Report No. 6
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
-REVIEWED BY: Robert S. Granada
FRACTURE TYPES
XX 7�,
Type 1 Type 2 Type 3 Type 4 Types Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but and of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
125 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
CC: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
Of Massachusetts
'The Construction Testing People'
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 08-12-2014
Report No. 6
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
FIELD SUMMARY REPORT
Total Pour: Slab on grade, column lines A -G at 1-8
Method of Placement: ® Pump ❑ Chute Discharge ❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ❑ Vibrator ® Other
Other: None
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: 13 Curing Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat ® None
❑ Other
Slump Specification (in.) 6
Number of slumps out of specification reported to
If rejected
Approved by
Remarks: The slumps and cylinders were performed at truck discharge chute, which resulted in
a 1" slumps loss.
LITS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 4
Report Date 08-12-2014
Report No. 6
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
Q;
wThe comtruction Testing g� Page
DAILY REPORT OF CONCRETE POUR
PROJECT NAME: ,-Ii t ; % ' `I PROJECT NO.:
DATE: AIR TEMP.: � 2 TOTAL YARDS: ti S
LOCATION OF POUR.
Load &
Truck n
Slump
Inches
Batching
In
Batching
Out
Qi'!
Time In
Minutes
, -:- ,
Yards
P�It>
I
Concrete
Temp.
% of
Air
Ticket #
I No. of
Cylinders
,
.�
x,0.2
��0
( -2 T
2
<�
`�.,
? ►
,UCS 3
I
Z-7
oma,
c%Oj
9
��
JZ /rJo
" S
2.
%�
9y)62
0
6?
�?�
�s�
a2
�
63
5
r
I
I
I
I
.--a T-,c()D'tc-; La I>'L
INSPECTOR: T -A `)l L ';,� �!� REMARKS: '_ /�l r'>P/
5 Richardson Lane, Stoneham, Massachusetts 021180 (781) 438-7755 Fax (781) 438-6216
�Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 08-01-2014
Report No. 5
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3000# 3/4" No. Of Sets: 1 CUBIC YARDS: 3
CFT 4 1 Or ATlr Kl- T.i nht nnl a ni arc ! Z 1
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
K902
4 x 8
12.56
Good
08/01/2014
08/08/2014
7
25,000
1,990
2
K903
1 4 x 8
12.56 1
Good
08/01/2014
08/15/2014
14
36,000
2,870
1
K904
4 x 8
12.56
Good
08/01/2014
08/29/2014
28
K905
4 x 8
12.56
Good
08/01/2014
08/29/2014
28
K906
4 x 8
12.56
Good
08/01/2014
08/29/2014
28
GENERAL REMARKS:
Slum in.
4
Air Tem F.
75
Conc Tem F
71
Truck No.
136
Ticket No.
79644
Time
10:30
Unit Wt lbs/cu ft
Air Content (%)
Inspector Premium
Name Time
Hours
Travel
Time
Thomas J Crabtree No
Min Day
1 Hr(s)
REVIEWED BY: Robert S. Granada
FRACTURE TYPES /
X X
Type 1 Type 2 Type 3 Type 4 Types Type 6
Reasonably well -formed Well -formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
Y' \
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Report Date 08-01-2014
Report No. 5
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete Co. Kingston Ready Mix
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
Report No.
Distribution Copy
Job Number
Project
Contractor
Concrete Co.
Page 3
08-01-2014
5
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
Kingston Ready Mix
FIELD SUMMARY REPORT
Total Pour: Three piers for light poles
Method of Placement: ❑ Pump ® Chute Discharge ❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ❑ Vibrator ® Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat ® None
❑ Other
Slump Specification (in.) 4
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
�Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 08-01-2014
Report No. 5
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3000# 3/4 No. Of Sets: 1 CUBIC YARDS: 3
SFT 1 10rATI(1N- T,i nht nnl P ni Pra 131
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
K902
4 x 8
12.56
Good
08/01/2014
08/08/2014
7
25,000
1,990
2
K903
4 x 8
12.56
Good
08/01/2014
08/15/2014
14
36,000
2,870
1
K904
4 x 8
12.56
Good
08/01/2014
1 08/29/2014
28-F45,
000 1
3,580
2
K905
4 x 8
12.56
Good
08/01/2014
08/29/2014
28
46,000
3,660
1
K906
4 x 8
12.56
Good
08/01/2014
1 08/29/2014
1 28 1
47,000 1
3,740
2
rFNFRAI RFMARKS-
Slum in. 4
Air Tem F. 75
Conc Tem F 71
Truck No. 136
Ticket No. 79644 _
Time 10:30
Unit Wt Ibs/cu ft
Air Content M
Inspector
Name
Premium
Time Hours
Travel
Time
Thomas J Crabtree
No Min Day
1 Hr(s)
REVIEWED BY: Robert S. Granada
XX
Type 1
Reasonably well -formed
cones on both ends,
less than 1 in.
[25 mm] of cracking
throught caps
9
Type 2
Well -formed cone on
one end, vertical cracks
running through caps,
no well-defined cone
on other end
FRACTURE TYPES
Type 3
Columner vertical Di
cracking through wi
both ends, no thr
Type 4
Dia
fracture
th no cracking
ough ends; tap
well -formed cones with hammer to
distinguish from
Type 1
l
Types
Side fractures at top
or bottom (occur
commonly with
unbonded caps)
Type 6
Similar to Type 5
but end of
cylinder is
pointed
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
r.- y
�Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 08-01-2014
Report No. 5
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
CC: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Page 3
Report Date 08-01-2014
Report No. 5
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
FIELD SUMMARY REPORT
Total Pour: Three piers for light poles
Method of Placement: ❑ Pump ® Chute Discharge ❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ❑ Vibrator ® Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat ® None
❑ Other
Slump Specification (in.) 4
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
�Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 08-01-2014
Report No. 5
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
-ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3 0 0 0# 3/ 4 No. Of Sets: 1 CUBIC YARDS: 3
SFT 1 1 f1CATION• T,i riht nnl p ni prq 131
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load Fracture
(psi.) Type
K902
4 x 8
12.56
Good
08/01/2014
08/08/2014
7
25,000
11990 2
K903
4 x 8
12.56
Good
08/01/2014
08/15/2014
14
K904
4 x 8
12.56
Good
08/01/2014
08/29/2014
28
K905
4 x 8
12.56
Good
08/01/2014
08/29/2014
28
K906
4 x 8
12.56
Good
08/01/2014
08/29/2014
28
Slum in.
4
Air Tem F.
75
Conc Tem F
71
Truck No.
136
Ticket No.
79644
Time
10:30
Unit Wt lbs/cu ft
Air Content M
GENERAL REMARKS:
Inspector Premium Travel
Name Time Hours Time
Thomas J Crabtree No Min Day 1 Hr(s)
REVIEWED BY: Robert S. Granada
FRACTURE TYPES / r
X X
Type 1 Type 2 Type 3 Type 4 Type5 Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
125 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
Report No.
Distribution Copy
Job Number
Project
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Contractor
Concrete Co.
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
Page 2
08-01-2014
5
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
Kingston Ready Mix
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
Report No.
Distribution Copy
Job Number
Project
Contractor
Concrete Co.
Page 3
08-01-2014
5
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
Kingston Ready Mix
FIELD SUMMARY REPORT
'Total Pour: Three piers for light poles
Method of Placement: ❑ Pump ® Chute Discharge ❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ❑ Vibrator ® Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer IM Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat ® None
❑ Other
Slump Specification (in.) 4
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
-Page 1
Report Date 07-31-2014
Report No. 11
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
WEATHER: Sun
.TIME: 8:00 a.m.
CONTACT: Henry Sarkis of New England Builders & Const.
PURPOSE: Observe earthwork construction and perform field density test
EQUIPMENT: N/A
TEST METHOD: ® Sand Cone ❑ Nuclear Densometer
TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer
Test
No.
Percent
Moisture
Maximum
Dry
Density
Field
Dry
Density
Percent
Compaction
Location
Elevation
(Feet)
1
4.2
138.3
136.3
98.9
See Sketch
Grade
2
4.2
138.3
136.3
98.4
See Sketch
Grade
3
4.2
1 138.3
1 134.2
1 97.0
See Sketch
Grade
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for pier base.
The writer observed the material had already been placed and compacted.
A total of 3 field density tests were performed using the ASTM D1556 Sand Cone method of testing.
The earthwork observed/tested does conform to minimum requirements of 95% compaction.
These observations/testing results were reported to Bob from Mystic during this visit.
Inspector
Name
Premium
Time
Hours
Travel
Time
Thomas J Crabtree
No
Min Day
1 Hr(s)
REVIEWED BY: Chuck Fraser ^�
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report Report Date
Report No.
Distribution Copy
Job Number
Project
Cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Contractor
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
Page 2
07-31-2014
11
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-31-2014
Report No. 11
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
WEATHER: Sun
TIME: 7:00 a.m.
-Page 1
Report Date 07-18-2014
Report No. 10
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA'
Contractor New England Builders & Const.
CONTACT: Henry Sarkis of New England Builders & Const.
PURPOSE: Observe earthwork construction and perform field density test
EQUIPMENT: Roller, Excavator, Front Unloader
TEST METHOD: ® Sand Cone ❑ Nuclear Densometer
TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer
Test
No.
Percent
Moisture
Maximum
Dry
Density
Field
Dry
Density
Percent
Compaction
Location
Elevation
(Feet)
1
2.8
138.3
137.3
99.2
See Sketch
Grade
2
2.8
138.3
135.1
97.7
See Sketch
Grade
3
2.8
1 138.3
1 135.7
1 98.1
ISee Sketch
Grade
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for floor slab base and foundation
backfill.
The writer observed 4-6" of material was added or removed in order to bring the site to grade on the
North side. A 6" lift was placed down and compacted on the South side of the building.
A total of 3 field density tests were performed using the ASTM D1556 Sand Cone method of testing.
The earthwork observed/tested does conform to minimum requirements of 95% compaction.
These observations/testing results were reported to Bob of Mystic during this visit.
Inspector
Name
Premium
Time
Hours
Travel
Time
Thomas J Crabtree
No
Max Day
1 Hr(s)
REVIEWED BY: Chuck Fraser 0_/�
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
i
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Report Date 07-18-2014
Report No. 10
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 3
Report Date 07-18-2014
Report No. 10
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
L y
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
WEATHER: Sun
TIME: 7:00 AM
Page 1
Report Date 07-17-2014
Report No. g
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
CONTACT: Henry Sarkis of New England Builders & Const.
PURPOSE: Observe earthwork construction and perform field density tests
EQUIPMENT: Rollers, Excavator, Front Unloader
TEST METHOD: ® Sand Cone ❑ Nuclear Densometer
TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer
Test
No.
Percent
Moisture
Maximum
Dry
Density
Field
Dry
Density
Percent
Compaction
Location
Elevation
(Feet)
1
3.2
138.3
135.8
98.2
See Sketch
5.5 FT Below Grade
2
3.2
138.3
136.9
98.9
See Sketch
4.5 FT Below Grade
3
3.2
138.3
135.6
98.0
See Sketch
3.5 FT Below Grade
4
3.2
138.3
135.8
98.2
See Sketch
1.5 FT Below Grade
5
3.2
138.3
135.3
97.8
See Sketch
6 IN Below Grade
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for Foundation Backfill.
,The writer observed four (4) 12 -inch lifts were placed and compacted on the south side of the building.
A total of five (5) field density tests were performed using the ASTM D 1556 Sand Cone method.
The earthwork observed/tested does conform to minimum requirements of 95% compaction.
These observations and/or testing results were reported to Mr. Sarkis during this visit.
Inspector
Name
Premium
Time
Hours
Travel
Time
Thomas J Crabtree
No
Max Day
1 Hr(s)
REVIEWED BY: Chuck Fraser el��
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Report Date 07-17-2014
Report No. g
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-17-2014
Report No. 9
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
Page 1
Report Date 07-16-2014
Report No. 8
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
WEATHER: Rain
TIME: 8:00 a.m.
CONTACT:Henry Sarkis of New England Builders & Const.
PURPOSE: Observe earthwork construction and perform field density test
EQUIPMENT: Excavator, Dump Truck, Roller
TEST METHOD: ® Sand Cone ❑ Nuclear Densometer
TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for foundation backfill.
The writer observed two 12" lifts were placed down and compacted on the North section of the building.
One 12" lift was placed down and compacted on the South section of the building. The material in the
last lift on either side of the building was too wet to test.
A total of 2 field density tests were performed using the ASTM D1556 Sand Cone method of testing.
The earthwork observed/tested does conform to minimum requirements of 95% compaction.
These observations/testing results were reported to Bob during this visit.
Inspector
Name
Premium
Time
Maximum
Field
Thomas J Crabtree
No
Max Day
Test
Percent
Dry
Dry
Percent
Elevation
No.
Moisture
Density
Density
Compaction
Location
(Feet)
1
5.1
138.3
137.0
99.7
See Sketch
l' below grade
2
1 5.1
138.3
136.6
98.8
See Sketch
l' below grade
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for foundation backfill.
The writer observed two 12" lifts were placed down and compacted on the North section of the building.
One 12" lift was placed down and compacted on the South section of the building. The material in the
last lift on either side of the building was too wet to test.
A total of 2 field density tests were performed using the ASTM D1556 Sand Cone method of testing.
The earthwork observed/tested does conform to minimum requirements of 95% compaction.
These observations/testing results were reported to Bob during this visit.
Inspector
Name
Premium
Time
Hours
Travel
Time
Thomas J Crabtree
No
Max Day
1 Hr(s)
REVIEWED BY: Chuck Fraser
Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
Page 2
Report Date 07-16-2014
Report No. g
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
.Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-16-2014
Report No. 8
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report Report Date
Report No.
Distribution Copy
Job Number
Project
Contractor
-Page 1
07-15-2014
7
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
WEATHER: Clouds, Upper 70-900
TIME: 8:00 Am
CONTACT: Henry Sarkis of New England Builders & Const.
PURPOSE: Observe earthwork construction and perform field density tests
EQUIPMENT: Small Plate Compactor, Excavator,m Bobcat, Front End Loader, 2 Barrel Roller
TEST METHOD: ❑ Sand Cone ® Nuclear Densometer
TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer
Test
No.
Percent
Moisture
Maximum
Dry
Density
Field
Dry
Density
Percent
Compaction
Location
Elevation
(Feet)
1
2.8
138.3
135.3
97.8
See
Sketch
4 FT
Below FG
2
2.5
138.3
134.4
97.2
See
Sketch
4 FT
Below FG
3
2.2
138.3
133.8
96.7
See
Sketch
3.5
FT
Below
FG
4
2.0
138.3
134.0
96.9
See
Sketch
3.5
FT
Below
FG
5
2.3
138.3
135.0
97.6
See
Sketch
3.0
FT
Below
FG
6
2.1
138.3
134.8
97.5
See
Sketch
3.0
FT
Below
FG
7
2.4
138.3
135.2
97.8
See
Sketch
2.0
FT
Below
FG
8
2.5
138.3
136.8
98.9
See
Sketch
2.0
FT
Below
FG
9
2.2
138.3
133.7
96.7
See
Sketch
2.0
FT
Below
FG
10
2.0
138.3
133.2
96.3
See
Sketch
3.0
FT
Below
FG
11
2.3
138.3
134.4
97.2
See
Sketch
1.0
FT
Below
FG
12
2.5
138.3
135.0
97.6
See
Sketch
1.0
FT
Below
FG
13
2.1
138.3
133.7
96.7
See
Sketch
1.0
FT
Below
FG
14
2.4
138.3
134.7
97.4
See
Sketch
2.0
FT
Below
FG
15
2.3
138.3
134.5
97.3
See
Sketch
1.0
FT
Below
FG
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for Floor Slab Base.
The writer arrived and spoke with site foreman who stated they would be putting several lifts of dense
grade material inside the foundation. Just before the site crew began to place material inside the
foundation the Bobat broke down but was repaired in approximately 2+/- hours. Once repaired, a
leveling lift of 1 to 3 inches of material was placed and compacted with a two barrel roller making a
minimum of 4 passes in each direction. A 12 -inch lift of material was placed, compacted and tested,
followed by another 12 -inch lift which was also compacted and tested. A 3rd lift was placed, compacted
�Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report Report Date 07-15-2014
Report No. 7
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
and tested, all compaction was stable, firm and dry.
A total of fifteen (15) field density tests were performed using the ASTM D2922 Nuclear Densometer
method. Soil description: F/C gravel, some sand, trace silt; off-site source: Benevento.
The earthwork observed/tested does conform to minimum requirements of 95% compaction.
These observations and/or testing results were reported to Mr. Sarkis during this visit.
Inspector
Name
Premium
Time Hours
Travel
Time
Bob Sasso
No Max Day
1 Hr(s)
REVIEWED BY:
Chuck Fraser
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-15-2014
Report No. 7
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
1
o
w z
Z w
Ca O
O a
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Concrete Field Report
Distribution Copy
WEATHER:
TIME:
CONTACT:
SUMMARY:
Report Date 07-11-2014
-Page 1
Report No. 4
Job Number 17276
Project, North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Transported 1 set of cylinders cast on 07/07/2014 to the lab for testing.
GENERAL REMARKS:
Inspector Premium
Name Time
Hours
Travel
Time
Shaun Keaton No
REVIEWED BY: William P. Crabtree �Q
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
-Page 1
Report Date 07-07-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete Co. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 CUBIC YARDS: 27
CFT 4 I M ATit IAI- TVA1 1 - r'nl rmmn T.i na F R At R
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
E051
4 x 8
12.56
Good
07/07/2014
07/14/2014
7
32,000
2,550
1
E052
4 x 8
12.56
Good
07/07/2014
07/21/2014
14
43,000
3,420
2
E053
4 x 8
12.56
Good
07/07/2014
08/04/2014
28
E054
4 x 8
12.56
Good
07/07/2014
08/04/2014
28
E055
4 x 8
12.56
Good
07/07/2014
08/04/2014
28
SI
Air Tem F.
72
Conc Tem F
79
Truck No.
131
Ticket No.
78434
Time
8:50
Unit Wt Ibs/cu ft
-
Air Content (%)
-
GENERAL REMARKS:
Inspector Premium Travel
Name Time Hours Time
Patrick Petitto No Min Day 1 Hr(s)
REVIEWED BY: Robert S. Granada
FRACTURE TYPES
X X N A i \ I I / '\,
Type 1 Type 2 Type 3 Type 4 Type5 Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends,
one end, vertical cracks
cracking through with no cracking or bottom (occur but end of
less than 1 in.
running through caps,
both ends, no through ends; tap commonly with cylinder is
125 mm] of cracking
no well-defined cone
well -formed cones with hammer to unbonded caps) pointed
throught caps
on other end
distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
! Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Report Date 07-07-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
Report No.
Distribution Copy
Job Number
Project
Contractor
Concrete Co.
Page 3
07-07-2014
4
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
Kingston Ready Mix
FIELD SUMMARY REPORT
'Total Pour: Wall: Column Lines F.5 -E at 8; E -D at 6.8; D at 3-7; A -d at 7; A at 5-7
Method of Placement: ® Pump []Chute Discharge ❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ® Vibrator ❑ Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: Curing Box Thermal Blanket Hay/Straw El Trailer IM Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat ❑ None
E3 Other capped
Slump Specification (in.) 5(+/-)l
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
UTS of Massachusetts, Inc. Page 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-07-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
r
Of Massachusetts Inc.
"The Construction Testing '. Page #10� -
(nDAILY REPORT OF CONCRETE POUR
PROJECT NAME:_ Nnrz,la t1N1116vm AyMW EI t& PROJECT NO.:
DATE: -7 o lel AIR TEMP.:7117a` TOTAL YARDS:a-
3n �y
LOCATION OF POUR: t,s-E 8 L- l7 e (d 8 Tp P 3-2 A -M-7- -
Load &
Truck
Slump
Inches
Batching
In
Batching
Out
Time In
Minutes
Yards
Concrete
Temp.
I % of
Air
Ticket #
I No. of
Cylinders
5%00
I
7a' 9 °
I
ail
I -
134
93°
10
30
I9
a
1D$O
ado
i
I
I i
�
I
�
I
�
I
I
I
I
I
I
I
I
I
�
I
INSPECTOR:
EMARKS: M I4 I,D L.
5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216
�Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 07-07-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete Co. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
-ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3000# 3/4" 1 No. Of Sets: 1 CUBIC YARDS: 27
C1 -'T 4 1 (1(`AT1(1A1• Wal l - rnllimn T.inr F R at R
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load Fracture
(psi.) Type
E051
4 x 8
12.56
Good
07/07/2014
07/14/2014
7
32,000
2,550 1
E052
1 4 x 8
12.56
Good
07/07/2014
07/21/2014
14
E053
4 x 8
12.56
Good
07/07/2014
08/04/2014
28
E054
4 x 8
12.56
Good
07/07/2014
08/04/2014
28
E055
4 x 8
12.56
Good
07/07/2014
08/04/2014
28
slum 1n.
5 1/2
Air Tem F.
72
Conc Tem F
79
Truck No.
131
Ticket No.
78434
Time
8:50
Unit Wt Ibs/cu ft
-
Air Content (%)
-
GENERAL REMARKS:
Inspector Premium Travel
Name Time Hours Time
Patrick Petitto No Min Day 1 Hr(s)
REVIEWED BY: Robert S. Granada
FRACTURE TYPESX X
/
1
Type 1 Type 2 Type 3 Type 4 Types Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Report Date 07-07-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
Report No.
Distribution Copy
Job Number
Project
Contractor
Concrete Co.
Page 3
07-07-2014
4
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
Kingston Ready Mix
FIELD SUMMARY REPORT
Total Pour: Wall: Column Lines F.5 -E at 8; E -D at 6.8; D at 3-7; A -d at 7; A at 5-7
Method of Placement: ® Pump ❑ Chute Discharge ❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ® Vibrator ❑ Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat ❑ None
® Other capped
Slump Specification (in.) 5(+/-)l
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
UTS of Massachusetts, Inc. Page 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-07-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
r
Of M1SSCL hose 1`S hu.
'The Construction Testing '. Page # ,- OF
F 1
(DAILY REPORT OF CONCRETE POUR
PROJECT NAME: -- �inRt�� tlN�rvE2 HpM„t I Dls PROJECT NO.:
DATE: -7 o 1-1 AIR TEMP.: -71'/ 79 ` TOTAL YARDS: Q -
3n /4
LOCATION OF POUR:��J(�I� {os -ECRB L- lie ( 8 � p 3--� A -D) -'
Load &
#
Slump
Inches
Batching
In
Batching
Out
Time In I
Minutes
Yards
Concrete I
Temp.
% ffTicke�#J
Air
o. ofTruck
ylinders
5% I
p
°°
I
7a' 9° I3'i
I -
y
93°
Ino`'
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9
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9/a�
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I
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i
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INSPECTOR:
EMARKS:A 14 ►D �c,-,,,4 c-
5
5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216
' Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 07-07-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete Co. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
-ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 CUBIC YARDS: 27
SFT 1 I OCCTI(1N• Wal 1 - Cnl rmmn T,i np F _ R at R
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
E051
4 x 8
12.56
Good
07/07/2014
07/14/2014
7
32,000
2,550
1
E052
4 x 8
12.56
Good
07/07/2014
07/21/2014
14
43,000
3,420
2
E053
4 x 8
12.56
Good
07/07/2014
08/04/2014
28
54,000
4,300
1
E054
4 x 8
12.56
Good
07/07/2014
08/04/2014
28
57,000
4,540
2
E055
4 x 8
12.56
Good
07/07/2014
08/04/2014
28
55,000
4,380 1
1
Slum in.
5 1/2
Air Tem F.
72
Cone Tem F
79
Truck No.
131
Ticket No.
78434
Time
8:50
Unit Wt lbs/cu ft
-
Air Content (%)
-
GENERAL REMARKS:
Inspector Premium Travel
Name Time Hours Time
Patrick Petitto No Min Day 1 Hr(s)
REVIEWED BY: Robert S. Granada
FRACTURE TYPESX X
/
l
Type 1 Type 2 Type 3 Type 4 Type5 Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
�Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 07-07-2014
Report No. 4
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
CC: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
�Of Massachusetts
'The Construction Testing People'
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
07-07-2014
Report No.
4
Distribution Copy Job Number
17276
Project
North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor
New England Builders & Const.
Concrete Co.
Kingston Ready Mix
FIELD SUMMARY REPORT
Total Pour: Wall: Column Lines F.5 -E at 8; E -D at 6.8; D at 3-7;
A -d at 7; A at 5-7
Method of Placement: ® Pump ❑ Chute Discharge
❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ® Vibrator ❑ Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat
❑ None
® Other capped
Slump Specification (in.) 5(+/-)l
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
UTS of Massachusetts, Inc. Page 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-07-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
r
Of Massmhusetts hu.
i
`The Conitruition Testing eOPW Page # L 1
DAILY REPORT OF CONCRETE POUR
PROJECT NAME: _ kADVIAld YE2 A'DMW RI'Cr PROJECT NO.:
DATE: _7 AIR TEMP.: -71 "l- ` TOTAL YARDS: a-4
30 14
LOCATION OF POUR:In1&IJ F.5 -E @ S E- A -b �q -+
Load &
Truck #
Slump
Inches
Batching
In
Batching
Out
Time In I
Minutes
Yards
Concrete
Temp.
f % of
( Air
Ticket #
I No. of
Cylinders
AM
Ido`'
o
a
'7 al 319
i
INSPECTOR:
REMARKS:J4II Y !,D
5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Reinforcing Steel Report
Distribution Copy
Page 1
Report Date 07-07-2014
Report No. 3
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
CONTACT: Henry Sarkis
TIME OF INSPECTION: 6:30 AM
TIME OF CONCRETE PLACEMENT: 8:00 AM
SPECIFICATION: ASTM A616 Grade 40 Grade 60 X Grade 75
ASTM A616 Grade 50 Grade 60
ASTM A617 Grade 40 Grade 60
CONTRACT DRAWINGS:
REVISION NUMBER: DATED:
SHOP DRAWING(S): R01 dated 1/2/14
PROJECT SPECIFICATIONS: 03300
OTHER:
DRAWINGS STAMPED: YES X NO
AREA REVIEWED:
Wall: lines F.5 -E at 8; E -D at 6.8; D at 3-7; A -D at 7; A at 5-7;
ATTRIBUTES: REVIEWED
Yes No
Coverage (Top x Bottom x and/or Inside Face x Outside Face x )
X
Clearance
X
Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted) x
Bar Supports
X
Bar Spacing
X
Bar Quantity
X
Placement and tying
X
® The details in the above described area(s) were complete at the time of this inspection.
® The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site.
GENERAL REMARKS: Rainfnrcina At PPI inotal1atinn is nmmnlata —ri a ont ahl
Inspector Premium
Name Time
Hours
Travel
Time
Patrick Petitto No
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Reinforcing Steel Report
Distribution Copy
.REVIEWED BY: William P. Crabtree
Page 2
Report Date 07-07-2014
Report No. 3
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
go
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
�Of Massachusetts
'The Construction Testing People'
Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 07-02-2014
Report No. 3
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3000# 3/4" 1 No. Of Sets: 1 1 CUBIC YARDS: 19
SET 1 LOCATION: Wall: Column line 1 at E.5 to E E line 1 to 3, 3 line D to E, 2 line D to C
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
C206
4 x 8
12.56
Good
07/02/2014
07/09/2014
7
32,000
2,550
2
C207
4 x 8
12.56
Good
07/02/2014
07/16/2014
14
C208
4 x 8
12.56
Good
07/02/2014
07/30/2014
28
C209
4 x 8
12.56
Good
07/02/2014
07/30/2014
28
C210
4 x 8
12.56
Good
07/02/2014
07/30/2014
28
GENERAL REMARKS:
A'
Slum in. 4
Air Tem F. 90
Conc Tem F 84
Truck No. 127
Ticket No. 78391
Time 2:30
Unit Wt lbs/cu ft
C °
Ir ontent (/°)
Inspector
Name
Premium
Time Hours
Travel
Time
N. Callahan
No Min Day
1 Hr (s)
REVIEWED BY: Robert S. Granada
FRACTURE TYPESX X A i I / r
/ /
Type 1 Type 2 Type 3 Type 4 Types Type 6
Reasonably well -formed Well -formed cone on Columnar vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 07-02-2014
Report No. 3
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
v
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
Report No.
Distribution Copy
Job Number
Project
Contractor
Concrete Co.
Page 3
07-02-2014
3
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
Kingston Ready Mix
FIELD SUMMARY REPORT
'Total Pour: Wall: E line 1 to 3, 1 line E to E.5, 3 line D to E, 2 line D to A, A line 2 to 5
Method of Placement: ❑ Pump ® Chute Discharge
❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ® Vibrator ❑ Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute
❑ End of Pump Hose
Cylinder Storage: Curing Box Thermal Blanket
Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat
❑ None
❑ Other
Slump Specification (in.) 4
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
Of Massachusetts
'The Construction Testing People Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Concrete Field Report Report Date 07-03-2014
Report No. 3
Distribution Copy Job Number
17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
WEATHER:
TIME:
CONTACT:
SUMMARY:
Transported 1 set of cylinders cast on 7/2/14 to the lab for testing.
GENERAL REMARKS:
Inspector Premium Travel
Name Time Hours Time
Dominic Querci No
REVIEWED BY: William P. Crabtree / �Q
W�y
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
Of Massachusetts
'The Construction Testing People'
Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Reinforcing Steel Report
Distribution Copy
Report Date 07-02-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
CONTACT: Henry Sarkis of New England Builders & Const.
TIME OF INSPECTION: 12:30 PM
TIME OF CONCRETE PLACEMENT: 2:00 PM
SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75
ASTM A616 Grade 50 Grade 60
ASTM A617 Grade 40 Grade 60
: S1 dated 01/02/14
REVISION NUMBER: I DATED:
SHOP DRAWING(S):
PROJECT SPECIFICATIONS: 03300
OTHER:
DRAWINGS STAMPED: YES X NO
AREA REVIEWED:
ATTRIBUTES: REVIEWED
Yes No
Coverage (Top X Bottom X and/or Inside Face X Outside Face X ) X
Clearance X
Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted) X
Bar Supports X
Bar Spacing X
Bar Quantity X
Placement and tying X
® The details in the above described area(s) were complete at the time of this inspection.
® The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site.
GFNFRAI_ RFMARKS _oo; f �+oo, 4- --A ----
Inspector
..,.,,.
Inspector
Name
Premium
Time
Hours
Travel
Time
N. Callahan
No
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Reinforcing Steel Report
Distribution Copy
-REVIEWED BY: William P. Crabtree
Page 2
Report Date 07-02-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Our reports are available in PDE form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
Y µ
�Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 07-02-2014
Report No. 3
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3000# 3/4 No. Of Sets: 1 CUBIC YARDS: 19
SET 1 LOCATION: Wall: Column line 1 at E.5 to E, E line 1 to 3 3 line D to E, 2 line D to C
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
C206
4 x 8
12.56
Good
07/02/2014
07/09/2014
7
32,000
2,550
2
C207
4 x 8
12.56
Good
07/02/2014
07/16/2014
14
43,000
3,420
1
C208
4 x 8
12.56 1
Good
07/02/2014
1 07/30/2014
2-81
1
C209
4 x 8
12.56 1
Good
07/02/2014
07/30/2014
L 281
1
C210
4 x 8
12.56 1
Good
07/02/2014
07/30/2014
1 281
1
f.GIUFRAI RFMARI(R•
Unit Wt lbs/cu ft
Air Content (%)
Inspector
Name
Slum in.
4
Travel
Time
Air Tem F.
90
Min Day
Conc Tem F
84
throught caps
Truck No.
127
Ticket No.
78391
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
Time
2:30
Unit Wt lbs/cu ft
Air Content (%)
Inspector
Name
Premium
Time
Hours
Travel
Time
N. Callahan
No
Min Day
1 Hr (s)
REVIEWED BY: Robert S. Granada
FRACTURE TYPESX X
f
l
1 9 1
Type 1 Type 2 Type 3 Type 4 Type5 Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends,
one end, vertical cracks
cracking through with no cracking or bottom (occur but end of
less than 1 in.
running through caps,
both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking
no well-defined cone
well -formed cones with hammer to unbonded caps) pointed
throught caps
on other end
distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
v
�Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 07-02-2014
Report No. 3
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
�Of Massachusetts
'The Construction Testing People'
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
07-02-2014
Report No.
3
Distribution Copy Job Number
17276
Project
North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor
New England Builders & Const.
Concrete Co.
Kingston Ready Mix
FIELD SUMMARY REPORT
Total Pour: Wall: E line 1 to 3, 1 line E to E.5, 3 line D to E,
2 line D to A, A line 2 to 5
Method of Placement: ❑ Pump ® Chute Discharge
❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ® Vibrator ❑ Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat
❑ None
❑ Other
Slump Specification (in.) 4
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
-- v
! Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 07-02-2014
Report No. 3
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM:
C-172 C-31 C-143 C-1064
(sq. in.)
ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM:
C-39
Days (lbs.)
CLASS CONCRETE: 3000# 3/4"
No. Of Sets: 1
4 x 8
1 CUBIC YARDS: 19
SET 1 LOCATION: Wall: Column line 1 at E.5
Lab Size Area Date Date
to E E line 1 to 3,
Total
Age Load
3 line D to E, 2 line D to C
Unit Slum in. 4
Load Fracture Air Temp. (F.) 190
No.
(in.)
(sq. in.)
Condition Cast
Tested
Days (lbs.)
(psi.) Type
C206
4 x 8
12.56
Good 07/02/2014
07/09/2014
7 32,000
2,550 2
C207
4 x 8
12.56
Good 07/02/2014
07/16/2014
1 14 43,000
3,420 1
C208
4 x 8
12.56
Good 07/02/2014
07/30/2014
28 53,000
4,220 1
C209
4 x 8
12.56
Good 07/02/2014
07/30/2014
28 55,000
4,380 1
C210
4 x 8
12.56
Good 07/02/2014
07/30/2014
28 56,000
4,460 1
GENERAL REMARKS:
Conc Tem F 84
Truck No.
127
Ticket No.
78391
Time
2:30
Unit Wt Ibs/cu ft
Air Content (%)
Inspector
Name
Premium
Time Hours
Travel
Time
N. Callahan
No Min Day
1 Hr (s)
REVIEWED BY: Robert S. Granada
FRACTURE TYPES
XX
Type 1 Type 2 Type 3 Type 4 Types Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
�Of (Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 07-02-2014
Report No. 3
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
CC: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
" Of Massachusetts
'The Construction Testing People'
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
07-02-2014
Report No.
3
Distribution Copy Job Number
17276
Project
North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor
New England Builders & Const.
Concrete CO.
Kingston Ready Mix
FIELD SUMMARY REPORT
Total Pour: Wall: E line 1 to 3, 1 line E to E.5, 3 line D to E,
2 line D to A, A line 2 to 5
Method of Placement: ❑ Pump ® Chute Discharge
❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ® Vibrator ❑ Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat
❑ None
❑ Other
Slump Specification (in.) 4
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
�Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 07-01-2014
Report No. 2
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
.ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3000# 3/4" I No. Of Sets: 1 CUBIC YARDS: 20
CCT I I !1r`ATIr1Al- Fn„,H.t- i — . a l l —I „mn l i no 1 F S to r nr r_ 1 t- �
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
C271
4 x 8
12.56
Good
07/01/2014
07/08/2014
7
27,000
2,150
2
C272
4 x 8
12.56
Good
07/01/2014
07/15/2014
14
40,000
3,180
2
C273
4 x 8
12.56
Good
07/01/2014
07/29/2014
28
51,000
4,060
2
C274
4 x 8
12.56
Good
07/01/2014
07/29/2014
28
53,000
4,220
1
C275
4 x 8
12.56
Good
07/01/2014
07/29/2014
28
54,000
4,300
2
GENERAL REMARKS:
slum(in.) 4 1/2
Air Tem F.
88
Conc Tem F
85
Truck No.
126
Ticket No.
178327
Time
I 1 : 10
Air Content (%) I
Inspector
Name
Premium
Time
Travel
Hours Time
E. C. Fraser
No
Min Day 1 Hr(s)
REVIEWED BY: Robert S. Granada C
FRACTURE TYPESX X A R I /
1
Type 1 Type 2 Type 3 Type 4 Types Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
(25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 07-01-2014
Report No. 2
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
�Of Massachusetts
'The Construction Testing People'
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 07-01-2014
Report No. 2
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete Co. Kingston Ready Mix
FIELD SUMMARY REPORT
Total Pour: Foundation footings, column lines 1 E.5 to G, G/F 1 to 8 and 8 F to E.5
Method of Placement: ❑ Pump ® Chute Discharge ❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ® Vibrator ❑ Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: 0 Curing Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat ® None
❑ Other
Slump Specification (in.) 4 +/— 1
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
�Of Massachusetts
'The Construction Testing People'
Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Reinforcing Steel Report Report Date 07-01-2014
Hours
Report No. 2
E. C. Fraser No
Distribution Copy Job Number 17276
Project North Andover School
Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders
& Const.
CONTACT: Henry Sarkis OF New Enciland Builders & Const.
.TIME OF INSPECTION: 12:00 PM
TIME OF CONCRETE PLACEMENT: 1: oo PM
SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75
ASTM A616 Grade 50 Grade 60
ASTM A617 Grade 40 Grade 60
CONTRACT DRAWINGS:
REVISION NUMBER: R1 DATED:
SHOP DRAWING(S):
PROJECT SPECIFICATIONS: 03300
OTHER:
DRAWINGS STAMPED: YES NO
AREA REVIEWED:
Wall: 1 Line G -E5; G Line 1-3
ATTRIBUTES:
REVIEWED
Yes No
Coverage (Top X Bottom X and/or Inside Face X Outside Face x )
X
Clearance
X
Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)
X
Bar Supports
X
Bar Spacing
X
Bar Quantity
X
Placement and tying
X
® The details in the above described area(s) were complete at the time of this inspection.
® The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site.
GENERAL REMARKS: -Reinforcing steel installation is complete and acceptable.
Inspector Premium
Name Time
Hours
Travel
Time
E. C. Fraser No
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Reinforcing Steel Report
Distribution Copy
.REVIEWED BY: William P. Crabtree
Page 2
Report Date 07-01-2014
Report No. 2
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
40 C/
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
Of Massachusetts
'The Construction Testing People'
Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 07-01-2014
Report No. 2
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3000# 3/4" 1 No. Of Sets: 1 CUBIC YARDS: 20
CGT 4 1 (1RATlf1N• Tv m,Ha+i— qua1 1 —1,- 1 i— 1 R S +n r--4 r 1
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
C271
4 x 8
12.56
Good
07/01/2014
07/08/2014
7
27,000
2,150
2
C272
4 x 8
12.56
Good
07/01/2014
07/15/2014
14
40,000
3,180
2
C273
4 x 8
12.56
Good
07/01/2014
07/29/2014
28
C274
4 x 8
12.56
Good
07/01/2014
07/29/2014
28
C275
4 x 8
12.56
Good
07/01/2014
07/29/2014
28
Slum in.
4 1/2
Air Tem F.
88
Conc Tem F
85
Truck No.
126
Ticket No.
78327
Time
1 : 10
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:
Inspector Premium Travel
Name Time Hours Time
E. C. Fraser No Min Day 1 Hr (s)
REVIEWED BY: Robert S. Granada
FRACTURE TYPESX X
/
l
Type 1 Type 2 Type 3 Type 4 Types Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utso£mass.com for more information.
�Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 07-01-2014
Report No. 2
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete Co. Kingston Ready Mix
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
y
Of Massachusetts
'The Construction Testing People'
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 07-01-2014
Report No. 2
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
FIELD SUMMARY REPORT
-Total Pour: Foundation footings, column lines 1 E.5 to G. G/F 1 to 8 and 8 F to E.5
Method of Placement: ❑ Pump ® Chute Discharge ❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ® Vibrator ❑ Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat ® None
❑ Other
Slump Specification (in.) 4
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
�Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 07-01-2014
Report No. 2
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3000# 3/4 No. Of Sets: 1 1 CUBIC YARDS: 20
SET 1 LOCATION: Foundation all, column line 1 E.5 to G and G 1 to 3
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
C271
4 x 8
12.56
Good
07/01/2014
07/08/2014
7
27,000
2,150
2
C272
4 x 8
12.56
Good
07/01/2014
07/15/2014
14
C273
4 x 8
12.56
Good
07/01/2014
07/29/2014
28
C274
4 x 8
12.56
Good
07/01/2014
07/29/2014
28
C275
4 x 8
12.56
Good
07/01/2014
07/29/2014
28
Ir ontent (/°)
GENERAL REMARKS:
Inspector
Name
Slum in. 4 1/2
Air Tem F. 88
Conc Tem F 85
Truck No. 126
Ticket No. 78327
Time 1:10
Unit Wt Ibs/cu ft
A' C °
Ir ontent (/°)
GENERAL REMARKS:
Inspector
Name
Premium
Time Hours
Travel
Time
E. C. Fraser
No Min Day
1 Hr(s)
REVIEWED BY: Robert S. Granada
FRACTURE TYPES f
X X
I — A i I
Type 1 Type 2 Type 3 Type 4 Types Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Report Date 07-01-2014
Report No. 2
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
�Of Massachusetts
'The Construction Testing People'
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 07-01-2014
Report No. 2
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
FIELD SUMMARY REPORT
Total Pour: Foundation footings, column lines 1 E.5 to G, G/F 1 to 8 and 8 F to E.5
Method of Placement: ❑ Pump ® Chute Discharge ❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ® Vibrator ❑ Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: D Curing Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat ® None
❑ Other
Slump Specification (in.) 4 +/- 1
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Concrete Field Report
Distribution Copy
-Page 1
Report Date 06-30-2014
Report No. 2
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
WEATHER:
.TIME:
CONTACT:
SUMMARY:
Transported 1 set of cylinders cast on 6/27/14 to the lab for testing.
GENERAL REMARKS:
Inspector Premium
Name Time
Hours
Travel
Time
Mike Smith No
REVIEWED BY: William P. Crabtree
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
�Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 06-27-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3000# 3/4 No. Of Sets: 1 CUBIC YARDS: 45
CCT 1 I of ATIr%K1- Fnnt i nn —1—, 1 i nc r lr
Lab
No.
Size
(in.)
Area
(sq. in.)
Date Date
Condition Cast Tested
Age
Days
Total Unit
Load Load
(lbs.) (psi.)
Fracture
Type
A559
4 x 8
12.56
Good 06/27/2014 07/07/2014
10
29,000 2,310
2
A560
4 x 8
12.56
Good 06/27/2014 07/11/2014
14
38,000 3,030
1
A561
4 x 8
12.56
Good 06/27/2014 07/25/2014
28
A562
4 x 8
12.56
Good 06/27/2014 07/25/2014
28
A563
4 x 8
12.56
Good 06/27/2014 1 07/25/2014
28
GENERAL REMARKS:
Slum in.
5
Air Tem F.
85
Conc Tem F
77
Truck No.
122
Ticket No.
78208
Time
3:10
Unit Wt lbs/cu ft
Air Content M
Inspector
Name
Premium
Time
Hours
Travel
Time
P. Treska
No
Min Day
1 Hr (s)
REVIEWED BY: Robert S. Granada
FRACTURE TYPES
XX 1 /
I - AN -I I
Type 1 Type 2 Type 3 Type 4 Types Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
L �..r1 •�
� tie ■���"The Construction
TestingOf Massachusetts
People"
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 06-27-2014
Report No. 1
Distribution Copy Job Number 17276
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
V y
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
Report No.
Distribution Copy
Job Number
Project
Contractor
Concrete Co.
Page 3
06-27-2014
1
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
Kingston Ready Mix
FIELD SUMMARY REPORT
'Total Pour: Footing, column line 1 -8/A -H
Method of Placement: ® Pump ❑ Chute Discharge ❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ® Vibrator ❑ Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat ❑ None
® Other Styrofoam
Slump Specification (in.) 4-6
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 4
Report Date 06-27-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
r�
s .a,►-a�
Of
Massachusetts Inc.
ism
The Construction Testing
'-•DAILY REPORT OF CONCRETE POUR
-
PROJECT NAME: S�elt&m btti.A Q� r� �r.i ^F �r «�t, -d---.PROJECT NO.:
DATE: 2`t %I � AIR TEMP.: �.� TOTAL YARDS: � � '—
LOCATION OF POUR: COS r I..�(�
Load &
Truck #
Slump
Inches
Batching
In
BatchingTime
Out
In
Minutes
Lo
Yards
Concrete
Temp.
% of
Air
Ticket #
I No. of
Cylinders
3
I
21f
I
I
I
I
I
I
1
I
I
l
INSPECTOR: `Z: �`O/ / o %C , REMARKS: f-
5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216
�Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 06-27-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3000# 3/4" 1 No. Of Sets: 1 1 CUBIC YARDS: 45
CFT 4 I r%f'AT1r%kl• Fnni- i nn —1,- 1 i— r /r -
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
A559
4 x 8
12.56
Good
06/27/2014
07/07/2014
10
29,000
2,310
2
A560
4 x 8
12.56
Good
06/27/2014
07/11/2014
14
38,000
3,030
1
A561
4 x 8
12.56
Good
06/27/2014
07/25/2014
28
46,000
3,660
2
A562
4 x 8
12.56
Good
06/27/2014
07/25/2014
28
48,000
3,820
1
A563
4 x 8
12.56
Good
06/27/2014
07/25/2014
28
49,000
3,900
2
Slum in. 5
Air Tem F. 85
Conc Tem F 77
Truck No. 122
Ticket No. 78208
Time 3: 10
Unit Wt lbs/cu ft
Air Content M
GENERAL REMARKS:
Inspector Premium Travel
Name Time Hours Time
P. Treska No Min Day 1 Hr (s)
REVIEWED BY: Robert S. Granada
FRACTURE TYPESX X
r r
l 1
I — N R i I
Type 1 Type 2 Type 3 Type 4 Type5 Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
�Of Massachusetts
-The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Report Date 06-27-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
�Of Massachusetts
'The Construction Testing People'
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
06-27-2014
Report No.
1
Distribution Copy Job Number
17276
Project
North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor
New England Builders & Const.
Concrete CO.
Kingston Ready Mix
FIELD SUMMARY REPORT
Total Pour: Footing, column line 1 -8/A -H
Method of Placement: ® Pump ❑ Chute Discharge
❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ® Vibrator ❑ Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑
End of Pump Hose
Cylinder Storage: Ocuring Box El Thermal Blanket Hay/Straw El Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat
❑ None
® Other Styrofoam
Slump Specification (in.) 4-6
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
UTS of Massachusetts, Inc. Page 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-27-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
ti
•. i.°,► as
Of Mas=husetts hu.
DAILY REPORT OF CONCRETE POUR
PROJECT NAME: S�� bpiA PROJECT NO.:
DATE: 2`��/�,G AIR TEMP.: TOTAL YARDS: v°` --
LOCATION OF POUR: J0b1 1:..'.lr
Load &
Truck #
Slump
Inches
Batching
In
Batching
Out
Time In
Minutes
Yards
Concrete
Temp.
I % of
Air
Ticket #
No. of
Cylinders
72-
Z'
3: �s
p
►r,
�u
7t
, �;
I�.
(2(
2�3
3;�a
( 3
x8220
F7
I
INSPECTOR:` / % -
7i�'`t� /�-2 � ' /1 REMARKS:
5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Reinforcing Steel Report
Distribution Copy
Page 1
Report Date 06-27-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
CONTACT: Henry Sarkis
TIME OF INSPECTION: 2:00 P
TIME OF CONCRETE PLACEMENT: 3:00 PM
SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75
ASTM A616 Grade 50 Grade 60
ASTM A617 Grade 40 Grade 60
CONTRACT DRAWINGS: s-1.1
REVISION NUMBER: DATED: 6 / 5 / 14
SHOP DRAWING(S): R-1
PROJECT SPECIFICATIONS: 03300
OTHER:
DRAWINGS STAMPED: YES X NO
AREA REVIEWED:
Entire building footing: lines 1-0 at A -H;
ATTRIBUTES:
Coverage (Top X Bottom x and/or Inside Face x Outside Face x )
Clearance
Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)
Bar Supports
Bar Spacing
Bar Quantity
Placement and tying
REVIEWED
Yes No
X
X
X
X
X
X
X
® The details in the above described area(s) were complete at the time of this inspection.
® The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site.
GENERAL REMARKS: Reinforcing steel installation is complete and acceptable.
Inspector
Name
Premium
Time
Travel
Hours Time
P. Treska
No
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Reinforcing Steel Report
Distribution Copy
.REVIEWED BY: William P. Crabtree
Page 2
Report Date 06-27-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
0
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
�Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete
Distribution Copy
Report Date 06-27-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39
CLASS CONCRETE: 3 0 0 0 # 3 / 4 No. Of Sets: 1 CUBIC YARDS: 45
RFT 1 1 ()(ATir)N• Fnnti nn. r.nl umn line 61r
Lab
No.
Size
(in.)
Area
(sq. in.)
Condition
Date
Cast
Date
Tested
Age
Days
Total
Load
(lbs.)
Unit
Load
(psi.)
Fracture
Type
A559
4 x 8
12.56
Good
06/27/2014
07/07/2014
10
29,000
2,310
2
A560
4 x 8
12.56
Good
06/27/2014
07/11/2014
14
A561
4 x 8
12.56
Good
06/27/2014
07/25/2014
28
A562
4 x 8
12.56
Good
06/27/2014
07/25/2014
28
A563
4 x 8
12.56
Good
06/27/2014
07/25/2014
28
Slum in.
5
Air Tem F.
85
Conc Tem F
77
Truck No.
122
Ticket No.
78208
Time
3:10
Unit Wt lbs/cu ft
Air Content M
GENERAL REMARKS:
Inspector Premium Travel
Name Time Hours Time
P. Treska No Min Day 1 Hr (s)
REVIEWED BY: Robert S. Granada
FRACTURE TYPESX X E 9 1 \ 1 /
1
Type 1 Type 2 Type 3 Type 4 Types Type 6
Reasonably well -formed Well -formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends, one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in. running through caps, both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well -formed cones with hammer to unbonded caps) pointed
throught caps on other end distinguish from
Type 1
Our reports are available in PDF form via email. Please email us at reports@utso£mass.com for more information.
Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date 06-27-2014
Report No. 1
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Concrete CO. Kingston Ready Mix
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
u -U—
Of
Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Compressive Strength Report - Concrete Report Date
Report No.
Distribution Copy
Job Number
Project
Contractor
Concrete Co.
Page 3
06-27-2014
1
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
Kingston Ready Mix
FIELD SUMMARY REPORT
'Total Pour: Footing, column line 1 -8/A -H
Method of Placement: ® Pump ❑ Chute Discharge ❑ Bucket ❑ Other
Other:
Method of Concrete Consolidation: ® Vibrator ❑ Other
Other:
Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose
Cylinder Storage: ElCuring Box Thermal Blanket Hay/Straw Trailer Field
❑ Other
Placement Protection: ❑ Thermal Blankets ❑ Heat ❑ None
® Other Styrofoam
Slump Specification (in.) 4-6
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
UTS of Massachusetts, Inc. Page 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-27-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
r
Of Mas=huswu hu.
�•S• DAILY REPORTOF • ••
UR Page
PROJECT NAME: S'C4tle.m 8NE Q C ')J)�k ,� I�e�� rV.,Z PROJECTT NO.:
DATE: 2`��✓�,t AIR TEMP.: TOTAL YARDS: y
LOCATION OF POUR: o b71–,1.i ,
Load &
Truck #
Slump
Inches
Batching
In
Batching
Out
Time In
Minutes
Yards
Concrete
Temp.
% of
, Air
Ticket
No. of
Cylinders
2
►
34
782 0
41
►r8 2
i
INSPECTOR: \� tO/ �-
- �--2 �` 'C /� REMARKS:
—
5 Richardson Lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Concrete Field Report
Distribution Copy
WEATHER:
TIME:
-Page 1
Report Date 06-25-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
CONTACT:
SUMMARY:
The scheduled concrete placement was cancelled by Henry Sarkis of New England Builders & Construction
due to pour was rescheduled.
GENERAL REMARKS:
Inspector Premium Travel
Name Time Hours Time
Mario Messina No Min Day 1 Hr(s)
REVIEWED BY: William P. Crabtree
41 G
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report Report Date
Report No.
Distribution Copy Job Number
Project
Contractor
WEATHER: Sun
TIME: 7:00 AM
-Page 1
06-18-2014
6
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
CONTACT: Henry Sarkis of New England Builders & Const.
PURPOSE: Observe earthwork construction and perform field density tests
EQUIPMENT:
TEST METHOD: LX1 Sand Cone IJ Nuclear Densometer
TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer
Test
No.
Percent
Moisture
Maximum
Dry
Density
Field
Dry
Density
Percent
Compaction
Location
Elevation
(Feet)
1
2.8
138.3
136.9
99.0
See Sketch
Grade
2
2.8
138.3
134.9
97.5
See Sketch
Grade
3
2.8
138.3
136.3
98.6
See Sketch
Grade
4
2.8
138.3
138.0
99.8
See Sketch
Grade
5 J
5.2
127.7
123.6
96.8
See Sketch
Subgrade
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for Footing Base.
Upon arrival the writer observed the material had already been placed and compacted.
.A total of five (5) field density tests were performed using the ASTM D 1556 Sand Cone method.
The earthwork observed/tested does conform to minimum requirements of 95% compaction.
These observations and/or testing results were reported to Bob/Ernie of New England Builders & Const.
during this visit.
Inspector
Name
Premium
Time
Hours
Travel
Time
Thomas J Crabtree
No
Min Day
1 Hr(s)
REVIEWED BY: Chuck Fraser &��
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Report Date 06-18-2014
Report No. 6
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
LITS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-18-2014
Report No. 6
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
v
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
WEATHER: Rain
TIME: 7:00 a.m.
-Page 1
Report Date 06-13-2014
Report No. 5
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
CONTACT: Henry Sarkis of New England Builders & Const.
PURPOSE: Observe earthwork construction and perform field density test
EQUIPMENT: Roller, Front Loader
TEST METHOD: ® Sand Cone ❑ Nuclear Densometer
TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for foundation backfill.
The writer observed a 12" lift was placed and compacted. Two 6" lifts were also placed and compacted.
A total of 2 field density tests were performed using the ASTM D1556 Sand Cone method of testing.
The earthwork observed/tested does conform to minimum requirements of 95% compaction.
These observations/testing results were reported to Bob of Municipal Building Consultants during this
visit
Inspector Premium Travel
Name Time Hours Time
Thomas J Crabtree No Max Day 1 Hr(s)
REVIEWED BY: Chuck Fraser &��
Maximum
Field
Test
Percent
Dry
Dry
Percent
Elevation
No.
Moisture
Density
Density
Compaction
Location
(Feet)
1
6.6
138.3
134.0
96.9
See Sketch
Grade
2
7.0
138.3
133.2
96.3
See Sketch
Grade
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for foundation backfill.
The writer observed a 12" lift was placed and compacted. Two 6" lifts were also placed and compacted.
A total of 2 field density tests were performed using the ASTM D1556 Sand Cone method of testing.
The earthwork observed/tested does conform to minimum requirements of 95% compaction.
These observations/testing results were reported to Bob of Municipal Building Consultants during this
visit
Inspector Premium Travel
Name Time Hours Time
Thomas J Crabtree No Max Day 1 Hr(s)
REVIEWED BY: Chuck Fraser &��
v
Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
Page 2
Report Date 06-13-2014
Report No. 5
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
.Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
cc: Town of North Andover Ray Santilli
New England Builders & Const. Henry Sarkis
Foley Buhl Roberts & Assocs. Jonathan Buhl
Town of Andover Gerry Brown
Kang Architects Kaffee Kang
Municipal Bldg. Consultants Pat Saitta
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-13-2014
Report No. 5
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report Report Date
Report No.
Distribution Copy
Job Number
Project
Contractor
Page 1
06-12-2014
4
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
WEATHER: Cloudy, 630
.TIME: 12:30 PM
CONTACT:Henry Sarkis of New England Builders & Const.
PURPOSE: Observe earthwork construction and perform field density tests
EQUIPMENT: CAT IT28 Loader, Bobcat Small Roller
TEST METHOD: ® Sand Cone ❑ Nuclear Densometer
TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for Footing Base.
Fill operations are ongoing at over excavation and replacement area. Two (2) 12 -inch lifts of imported
dense grade structural fill from Benevento Company were installed to near base of footing elevation.
Each lift was vibratory compacted using a 5 ton roller. One to two additional feet of fill is required
to achieve design BOF elevation. Density testing was performed per ASTM D-1556 sand cone and exceeds
950 of ASTM D-1557 modified proctor.
The earthwork observed/tested does conform to minimum 95% compaction.
These observations and/or testing results were reported to Mr. Ernie Ramey of New England Builders &
Construction during this visit.
Inspector Premium
Name Time
Maximum
Field
Travel
Time
B. Frontiero No
Min Day
Test
Percent
Dry
Dry
Percent
Elevation
No.
Moisture
Density
Density
Compaction
Location
(Feet)
1
4.2
138.3
135.8
98.2
See Sketch
-1 FT from BOF
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for Footing Base.
Fill operations are ongoing at over excavation and replacement area. Two (2) 12 -inch lifts of imported
dense grade structural fill from Benevento Company were installed to near base of footing elevation.
Each lift was vibratory compacted using a 5 ton roller. One to two additional feet of fill is required
to achieve design BOF elevation. Density testing was performed per ASTM D-1556 sand cone and exceeds
950 of ASTM D-1557 modified proctor.
The earthwork observed/tested does conform to minimum 95% compaction.
These observations and/or testing results were reported to Mr. Ernie Ramey of New England Builders &
Construction during this visit.
Inspector Premium
Name Time
Hours
Travel
Time
B. Frontiero No
Min Day
1 Hr(s)
REVIEWED BY: Chuck Fraser
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Report Date 06-12-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-12-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
WEATHER: Sunny
TIME: 7:00 AM
-Page 1
Report Date 06-11-2014
Report No. 3
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
CONTACT: Henry Sarkis of New England Builders
PURPOSE: Observe earthwork Construction and perform field density tests
EQUIPMENT: Roller, excavator and front loader
TEST METHOD: ® Sand Cone ❑ Nuclear Densometer
TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer
Test
No.
Percent
Moisture
Maximum
Dry
Density
Field
Dry
Density
Percent
Compaction
Location
Elevation
(Feet)
1
4.4
138.3
134.5
97.2
See Sketch
10' below footing
2
1 4.4
138.3
135.6
98.1
9' below footing
3
4.4
138.3
136.1
98.4
7' below footing
4
4.4
138.3
133.5
96.5
5' below footing
5
4.4
138.3
136.7
98.8
4' below footing
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for: foundation backfill.
.The writer arrived on site standing water was removed with a pump. 12 Inches of 3/4" stone was placed
and compacted. Seven 12 inch lifts were placed and also compacted.
Five compaction tests performed per method ASTM D1556 Sand Cone. The earthwork-observed/tested does
conform to minimum 95% compaction per project specification. These observations were reported to Mr.
Sarkis during this visit.
Inspector
Name
Premium
Time
Hours
Travel
Time
Thomas J Crabtree
No
Max Day
1 Hr(s)
REVIEWED BY: Chuck Fraser
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report
Distribution Copy
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Report Date 06-11-2014
Report No. 3
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-11-2014
Report No. 3
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
�Of Massachusetts
'The Construction Testing People -Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report Report Date 06-06-2014
Report No. 2
Distribution Copy Job Number
17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
WEATHER: Clear, 66°
TIME: 12:00 PM
CONTACT:Henry Sarkis of New England Builders & Const.
PURPOSE: Observe earthwork construction
EQUIPMENT:
TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer
TITLE: ❑ Inspector ® Staff Engineer ❑ Engineer
OBSERVATIONS:
This report follows a site visit to observe/test the earthwork for Building Footprint.
All earthwork performed prior to arrival.
The purpose of this visit is to ensure that the proposed School Administration Building Footprint
section (that is located within the area of the Old Buried School) foundation's backfill excavated to a
minimum of 4 -feet outside of the exterior footing base (consequently removing existing fill/foundations
and unsuitable material) from the Proposed New Building's FZOI.
The following was observed. The proposed building footprint and FZOI were excavated to 6 -feet outside
of exterior footing base, within the area of old buried foundations and existing fill. All existing
material had been removed from building footprint and FZOI down to 12 -feet below existing grade
exposing an existing concrete slab (from former Police Station).
These observations and/or testing results were reported to Ernie of New England Builders & Const.
during this visit.
Inspector
Name
Premium
Time
Hours
Travel
Time
Graham Ingallina
No
4.00
1 Hr(s)
REVIEWED BY: Chuck Fraser ^A_�
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Inspection Report Report Date
Report No.
Distribution Copy
Job Number
Project
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Contractor
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
Page 2
06-06-2014
2
17276
North Andover School Admin. Building
566 Main Street, North Andover, MA
New England Builders & Const.
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-06-2014
Report No. 2
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
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Of Massachusetts
'The Construction Testing People'
-Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Testing Results - Transmittal Report
Distribution Copy
Report Date 06-04-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Sample. Submitted By Sample No. 543
® Our Representative: Len Crabtree Date Submitted: 06/04/2014
❑ Other:
Source of Sample
® On -Site Existing @ location:
❑ Off -Site Borrow from:
Proposed Use: common fill
Material Submitted As:
❑ Structural/Granular Fill:
❑ Ordinary Borrow: MHD M1.01.0 (Shall be
❑ Gravel Borrow: MHD Ml . 03.0 Type:
❑ Processed Gravel For Base Course: MHD M1
❑ Sand Borrow: MHD M1.04.0 Type:
❑ Reclaimed Pavement Borrow for Base Course:
❑ Crushed Stone: MHD M2.01.0
❑ Dense Graded Crushed Stone for Base Course:
® Common Borrow:
❑ Drainage Fill:
Requested
Testing
❑
Atterberg Limits
®
Modified Proctor
❑
Other:
approved by the Architect)
03.1
MHD M1.11.0
MHD M2.01.7
® Gradation Analysis ❑ Hydrometer
❑ Permeability ® Wash Sieve Analysis
Material Classification: Silty sand with gravel
Project Specification Conformance Results
® Does conform: Section 31 23 00-2 2.3 common borrow.
❑ Does NOT conform:
❑ Marginally does not* conform... Basis:
❑ No Specifications provided to our office.
❑ Specifications provided to our office but sample not submitted to a specific use.
❑ Sample submitted without indication of intended use and without specifications.
GENERAL REMARKS:
REVIEWED BY: Geotechnical Department el�
Our reports are available in PDF form via email. Please email us at reports@utsofmass..comfor more information.
Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Testing Results - Transmittal Report
Distribution Copy
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Report Date 06-04-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-04-2014
Report No. 4
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
90
8C
7C
z sC
LL
Z 5C
W
U
W 4C
a
3C
2C
10
C
Particle Size Distribution Report
=< <m pp o oopap Doo
/,+3 Coarse _ v Fine Coarse Me
0.0 6.5 1 7.8 6.8 1
SIEVE
SIZE
PERCENT
FINER
SPEC.`
PERCENT
PASS?
(X=NO)
2"
100.0
1.5"
98.3
1"
95.0
3/4"
93.5
3/8"
89.3
#4
85.7
#10
78.9
#20
69.2
#40
60.4
#50
54.5
#100
39.7
#200
29.2
0.0-35.0
1.2 1 29.2
Material Description
F -M SAND, SOME SILT, LITTLE GRAVEL
Atterb j Limits
PL= NP LL= NV P1= NP
Coefficients
D90= 10.7175 D85= 4.2491 D60= 0.4131
D50= 0.2423 D30= 0.0797 D15=
D10= Cu= Cc=
Classification
USCS= SM AASHTO= A-24(0)
Remarks
SCHUUL ADMINISTRATION BUILDING, NORTH ANDOVER MA SECTION 3123 00-2 2.3 COMMON BORROW
Source of Sample: ON SITE
Sample Number: 543 Date: 6/04/2014
UTS OF MASSACHUSETTS, INC. Client: NEW ENGLAND BUILDERS & CONSTRUCTION
5 Richardson Lane Project: SCHOOL ADMINISTRATION BUILDING, NORTH
ANDOVER, MA
Stoneham, MA 02180 Pmi-* M- 1777
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-04-2014
Report No. 4
Job Number 17276
Project North Andover School Admin
Page 4
Building
Attachment 566 Main Street, North Andover, MA
�■���■■t■t■■��■��■■■t■\`\■■t
■■NSOME
MENNEN
No MEN
Classification
MATERIAL DESCRIPTION
r. ..SAND,
• y SILT, LITTLE
GRAVEL
• . .
9.4%
Of Massachusetts
'The Construction Testing People'
Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Testing Results - Transmittal Report
Distribution Copy
Report Date 06-04-2014
Report No. 3
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Sample Submitted By Sample No. 542
® Our Representative: Len Crabtree Date Submitted: 05/30/2014
❑ Other:
Source of Sample
❑ On -Site Existing @ location:
Proposed Use: Clean granular fill/structral fill
Material Submitted As:
® Structural/Granular Fill:
❑ Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect)
❑ Gravel Borrow: MHD M1.03.0 Type :
❑ Processed Gravel For Base Course: MHD M1 . 03 . 1
❑ Sand Borrow: MHD M1.04.0 Type:
❑ Reclaimed Pavement Borrow for Base Course: MHD M1. l l . 0
❑ Crushed Stone: MHD M2.01.0
❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7
❑ Common Borrow:
❑ Drainage Fill:
Requested
Testing
❑
Atterberg Limits
®
Modified Proctor
❑
Other:
® Gradation Analysis ❑ Hydrometer
❑ Permeability ® Wash Sieve Analysis
Material Classification: Gray processed gravel
Proiect Specification Conformance Results
® Does conform: Section 31.23.00-3 2.4 structural fill, 2.5 clean granular fill.
❑ Does NOT conform:
❑ Marginally does not* conform... Basis:
❑ No Specifications provided to our office.
❑ Specifications provided to our office but sample not submitted to a specific use.
❑ Sample submitted without indication of intended use and without specifications.
GENERAL REMARKS:
REVIEWED BY: Geotechnical Department ' &/�
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
�Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Testing Results - Transmittal Report
Distribution Copy
CC: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Report Date 06-04-2014
Report No. 3
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
LITS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-04-2014
Report No. 3
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Particle Size Distribution Report
100
90
80
70
60
50
40
30
20
10
0
1 10 0.01 0.001
V RMIIV o1LC - 111111.
/, +3" % Gravel % Sand % Fines
Coarse Fine Coarse Medium Fine Silt Clay
0.0 17.9 46.3 9.7 14.0 7.6 4.5
SIEVE
SIZE
PERCENT
FINER
SPEC."
PERCENT
PASS?
(X=NO)
2"
100.0
D10= 0.3052
Cu= 36.47 Cc= 2.61
1.5"
99.5
LISCS= GW
AASHTO= A -1-a
I"
89.0
3/4"
82.1
60.0-100.0
3/8"
53.4
#4
35.8
20.0-80.0
#10
26.1
#20
16.9
#40
12.1
#50
9.9
#100
6.4
#200
4.5
0.0- 10.0
t
e��
6�9g
IRISH
§111111110111111110
M1111111101111110011B41-1-191111111110111
Im
V RMIIV o1LC - 111111.
/, +3" % Gravel % Sand % Fines
Coarse Fine Coarse Medium Fine Silt Clay
0.0 17.9 46.3 9.7 14.0 7.6 4.5
SIEVE
SIZE
PERCENT
FINER
SPEC."
PERCENT
PASS?
(X=NO)
2"
100.0
D10= 0.3052
Cu= 36.47 Cc= 2.61
1.5"
99.5
LISCS= GW
AASHTO= A -1-a
I"
89.0
3/4"
82.1
60.0-100.0
3/8"
53.4
#4
35.8
20.0-80.0
#10
26.1
#20
16.9
#40
12.1
#50
9.9
#100
6.4
#200
4.5
0.0- 10.0
Material Description
F -C GRAVEL, SOME SAND, TRACE SILT
Atterberg Limits
PL= NP LL= NV PI= NP
Remarks
NUHUUL ADM1N1SI RATION BUILDING, NORTH ANDOVER, MA SECTION 31.23.00.3 2.4 STRUCTURAL FILL
Source of Sample: OFF SITE, BENEVENTO 1 1/2" DENSE GRADE
Sample Number: 542 Date: 6/04/2014
UTS OF MASSACHUSETTS, INC. Client: NEW ENGLAND BUILDERS & CONSTRUCTION
5 Richardson Lane Project: SCHOOL ADMINISTRATION BUILDING, NORTH
ANDOVER, MA
Stoneham, MA 02180 Prniarf Nn. 17776 Pin-
Coefficients
D90= 26.3522
D85= 21.3903 D60= 11.1324
D50=8.6715
D30= 2.9774 D15= 0.6639
D10= 0.3052
Cu= 36.47 Cc= 2.61
Classification
LISCS= GW
AASHTO= A -1-a
Remarks
NUHUUL ADM1N1SI RATION BUILDING, NORTH ANDOVER, MA SECTION 31.23.00.3 2.4 STRUCTURAL FILL
Source of Sample: OFF SITE, BENEVENTO 1 1/2" DENSE GRADE
Sample Number: 542 Date: 6/04/2014
UTS OF MASSACHUSETTS, INC. Client: NEW ENGLAND BUILDERS & CONSTRUCTION
5 Richardson Lane Project: SCHOOL ADMINISTRATION BUILDING, NORTH
ANDOVER, MA
Stoneham, MA 02180 Prniarf Nn. 17776 Pin-
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 4
Report Date 06-04-2014
Report No. 3
Job Number 17276
Project North Andover School Admin. Building
566 Main Street North Andover MA
Attachment I'
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:Figure
�Of Massachusetts
'The Construction Testing People'
Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Testing Results - Transmittal Report Report Date 06-04-2014
Report No. 2
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Sample Submitted By Sample No. 541
® Our Representative: Len Crabtree Date Submitted: 05/30/2014
❑ Other:
Source of Sample
❑ On -Site Existing @ location:
® Off -Site Borrow from: Benevento, recycled concrete
Proposed Use: Structrual fill/common fill
Material Submitted As:
® Structural/Granular Fill:
❑ Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect)
❑ Gravel Borrow: MHD M1 . 03 . 0 Type:
❑ Processed Gravel For Base Course: MHD Ml . 03.1
❑ Sand Borrow: MHD M1.04.0 Type:
❑ Reclaimed Pavement Borrow for Base Course: MHD M1.11.0
❑ Crushed Stone: MHD M2. 01. 0
❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7
® Common Borrow:
❑ Drainage Fill:
❑ Other:
Requested Testing
❑ Atterberg Limits ® Gradation Analysis ❑ Hydrometer
® Modified Proctor ❑ Permeability Wash Sieve Analysis
❑ Other:
Material Classification: Crushed concrete
Project Specification Conformance Results
® Does conform: Section 31.23.00-3 2.4 structural fill, 2.3 common borrow.
❑ Does NOT conform:
❑ Marginally does not" conform... Basis:
❑ No Specifications provided to our office.
❑ Specifications provided to our office but sample not submitted to a specific use.
❑ Sample submitted without indication of intended use and without specifications.
GENERAL REMARKS:
REVIEWED BY: Geotechnical Department �✓ `
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
�Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Testing Results -Transmittal Report Report Date 06-04-2014
Report No. 2
Distribution Copy Job Number 17276
Project North Andover School Admin. Building
Cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 06-04-2014
Report No. 2
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
Particle Size Distribution Report
C. o00
<� o 0000eao
1001
1111111
N
LEM
11111
90
11111
11
IN
0
RON
1
1101
HIM
1
80
IN
HIM
70
11
M1
i
HIM
w
1111111
W
Z
60
Ills
IM101
lie
1.1111
1
HIM
11E
UIq
-
IN
K1111111ml
Z
W
50
0
41
oil
111
IN1111riq
3
2
1
100 10 1 .
GRAIN SIZE - mm.
^/
% Gravel % Sand % Fines
+3"
Coarse Flne Coarse Medium Fine Slit Clay
0.0
21.3 41.1 9.3 17.1 8.1 3.1
SIEVE
PERCENT
SPEC."
PASS?
Material Description
SIZE
FINER
PERCENT
(X=NO)
RECYCLED CONCRETE
1.5"
100.0
1"
91.8
3/4"
78.7
60.0-100.0
Atterberg Limits
3/8"
51.2
PL= LL= PI=
#4
37.6
20.0-80.0
#10
28.3
Coefficients
#20
18.0
D90= 24.2064 D85= 21.6596 D60= 12.4090
#40
11.2
D50= 9.1333 D30= 2.3381 D15= 0.6383
#50
8.0
D10= 0.3760 Cu- 33.00 Cc= 1.17
#100
4.4
Classification
#200
3.1
0.0-10.0
USCS= GW AASHTO=
Remarks
SCHOOL
ADMINISTRATION
BUILDING,
NORTH
ANDOVER, MA SECTION 31,23.00-3 2.4 STRUCTURAL FILL
Source of
Sample: OFF
SITE, BENEVENTO
RECYCLED CONCRETE
Sample Number:
541
Date: 6/4/2014
UTS OF MASSACHUSETTS, INC.
Client: NEW ENGLAND BUILDERS & CONSTRUCTION
5 Richardson Lane
Project: SCHOOL ADMINISTRATION BUILDING, NORTH
ANDOVER, MA
Stoneham, MA 02180
Project No: 17276 Fi ure
1
K1111111ml
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 4
Report Date 06-04-2014
ReportNo. 2
Job Number 17276
Project North Andover School Admin. Building
566 Main Street North Andover MA
Attachment f'
■MM■M■■■M■■■■\MM■MMM■M■MMMMMM■
■MM■MM■■■■■■MMNMM■MM■MM■MMM■■M
■MM■■■■■■■■■■■M\■■■MM■MMM■■MMM
■■■■■■■■■■MMM M!;MMMMMMMMMMMMMMM
M■M■N■MM■NH•� �W■\M■■E■MMMMM■MM
■■■■MENN■■■M■M■■■C----��\■■■■■
■■■■■■■tit■■■■■■■■■■■■■■■N■■■■
NEON
Classification
-. .--
MATERIAL DESCRIPTION
. ,.RECYCLED
CONCRETE
he ■;�"
r'mThe Construction Testing PeopW
a*#,r
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Testing Results - Transmittal Report
Distribution Copy
Report Date 05-27-2014
-Page 1
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Sample Submitted By Sample No. 511
. ® Our Representative: Al McGillicuddy Date Submitted: 05/20/2014
❑ Other:
Source of Sample
On -Site Existing @ location: North side of excavation
Off -Site Borrow from:
Proposed Use: common fill
Material Submitted As:
Structural/Granular Fill:
Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect)
Gravel Borrow: MHD M1 . 03 . 0 Type:
Processed Gravel For Base Course: MHD Ml
Sand Borrow: MHD M1.04.0 Type:
Reclaimed Pavement Borrow for Base Course:
Crushed Stone: MHD M2.01.0
Dense Graded Crushed Stone for Base Course:
Common Borrow:
Drainage Fill:
03.1
MHD M1.11.0
MHD M2.01.7
Requested
Testing
❑
Atterberg Limits ®
Gradation Analysis ❑ Hydrometer
®
Modified Proctor ❑
Permeability ® Wash Sieve Analysis
❑
Other:
Material Classification: silty
sand with gravel
Project Specification Conformance Results
®
Does conform: Section 31
23 00-2 2.3 common borrow.
❑
Does NOT conform:
❑
Marginally does not* conform...
Basis:
❑ No Specifications provided to our office.
❑ Specifications provided to our office but sample not submitted to a specific use.
❑ Sample submitted without indication of intended use and without specifications.
GENERAL REMARKS:
REVIEWED BY: Geotechnical Department ^�__
Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information.
Of Massachusetts
'The Construction Testing People'
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Soil Testing Results - Transmittal Report
Distribution Copy
cc: Town of North Andover
New England Builders & Const
Foley Buhl Roberts & Assocs.
Town of Andover
Kang Architects
Municipal Bldg. Consultants
Page 2
Report Date 05-27-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
Contractor New England Builders & Const.
Ray Santilli
Henry Sarkis
Jonathan Buhl
Gerry Brown
Kaffee Kang
Pat Saitta
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Page 3
Report Date 05-27-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
Attachment 566 Main Street, North Andover, MA
Particle Size Distribution Report
aoo
�o +3„ % Gravel
Coarse
0.0 3.3
%0R 11Y JILL - 111111.
% Sand
arse Medium Fine
.0 26.2 30.1
SIEVE
SIZE
PERCENT
FINER
SPEC;
PERCENT
PASS?
(X=NO)
2"
100.0
1.5"
99.1
1"
98.9
3/4"
96.7
3/8"
90.6
#4
85.2
#10
77.2
#20
63.8
#40
51.0
#50
43.7
#100
29.5
#200
20.9
0.0-35.0
20
Material Description
F -M SAND, SOME SILT, LITTLE GRAVEL
Atterberg Limits
PL= NP LL= NV PI= NP
Coefficients
190= 8.8289 185= 4.6323 D60= 0.6861
D50= 0.4046 D30= 0.1549 D15=
D10= Cu= Cc=
Classification
USCS= SM AASHTO= A-2-4(0)
Remarks
SCHUUL ADMINIS"1 RA ION BUILDING, NORTH ANDOVER, MA SECTION 3123 00.2 2.3 COMMON BORROW
Source of Sample: ON SITE, NORTH SIDE OF EXCAVATION
Sample Number: 511 Date: 5/27/2014
UTS OF MASSACHUSETTS, INC. Client: NEW ENGLAND BUILDERS & CONSTRUCTION
5 Richardson Lane Project: SCHOOL ADMINISTRATION BUILDING, NORTH
ANDOVER, MA
Stoneham, MA 02180 Prniart Nn• I7776
UTS of Massachusetts, Inc.
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Attachment
Page 4
Report Date 05-27-2014
Report No. 1
Job Number 17276
Project North Andover School Admin. Building
566 Main Street, North Andover, MA
:101 .
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■`rte,■■■■■■■■��■■
■■■■■■■■■■
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■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
Elev/
Classification
Depth
���
, ,
•
I�OMMMOMM
ROCK CORRECTED
Maximum dry density = 129.3 pef
124.4 pef
.SOME
GRAVEL
Optimum moisture
!Project No. 17276 Client: NEW ENGLAND BUILDERS
SCHOOL..
o Source: ON SITE, NORTH OF EXCAVATION Sample No.: 511
UTS OF MASSACHUSETTS INC.
Richardson
Stoneham, MA 02180
Figure