06-039 (20) - 3R
SAGE ENGINEERING ANQ . CONTRACTING, INC.
DESIGN-BUILD DEVELOPMENT, ARCHITECTURAL ENGIN ERiNTECEIVEOCTION/MANAGEMENT
1
July 1 9, 20I 3 WI 2 2 2013
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Louis Hasbrouck, Budding Commissioner
City of Northampton
2 12 Main Street
Northampton, Ma O I OCO
RE:Zoe Senior Retirement Community, 345 Haydenville Road, Northampton, Ma
SAGE Project No. 0482
City of Northampton Building Permit No: BP-2013-1095
Dear Mr. Hasbrouck:
On behalf of Chakalos Investments, Incl, please find the enclosed Construction Control
Field Inspection Report dated 7- 19-13 as required by The 2009 International building
Code and the Massachusetts State Amendment to the 2009 International Building
Code for your reference on the existing project in progress named above. Included in
this report are all concrete testing reports to date.
We are available at your convenience to review the inspection reports, answer any
questions or concerns you may encounter regarding this project.
Sincerely,
&- an Balicki, P.E.
Project Engineer
SAGE ENGINEERING$CONTRACTING, INC.
199 SERVISTAR INDUSTRIAL WAY-SUITE 2
W ESTFIELD, MASSACHUSt 119 01085
TEL: 413-5624884 W FAX: 413-562-4899
PAGE 1 OF 1 www.sage-Ilc.com
CONSTRUCTION CONTROL FIELD INSPECTION REPORT
Project: Zoe Senior Retirement Community
SAGE ENGINEERING&CONTRACTING,INC. Job Location: 345 Haydenville Road
199 SERVISTAR INDUSTRIAL WAY,SUITE 2 Northampton,MA 01060
WESTFIELD,MASSACHUSETTS 01085 Inspection Date: 748-2013
(413)6924884 Time: 9:00 AM to 3:00 PM
Sage Job Number: 0422-03-12
Buildin, Permit No: BP-2013.1095
WEATHER: Sun,95°
EST. %OF COMPLETION: 4%
CONSTRUCTION SUPERVISOR: Ed Fortin,Sage Engineering&Contracting, Inc.
PRESENT AT SITE
-Sage Engineering&Contracting,Inc.
-Waldo Construction(Site Sub Contractor)
-Equipment:
Bobcat T-320 Skid Steer -Cat 966 Loader
Lull 8440 -10 Ton Vibratory Roller
Cat 345 Excavator -Mobile office trailer
Cat 330 Excavator -Portable restroom facility
Cat 312 Excavator
WORK IN PROGRESS
Installation of drainage piping and structures on south side of building
Backfilling of west wing of foundation
Backfiring of interior foundation pads on east wing
Installation of foundation insulation on west wing.
WORK COMPLETED SINCE PREVIOUS INSPECTION
-Erosion Control Fence has been installed and inspected by the Stornnvater Agent and the Conservation Agent
-Trees and stumps have been removed from site.
-Topsoil has been stripped and stockpiled.
Stormwater detention basin,outlet structure,and outlet piping has been installed.
-Temporary driveway has been constructed with stone tracking pad adjacent to 311 Haydenville Rd.
-Footings and foundation walls have been installed from 9011XX2 east to 13/0.
-Foundation walls have been fully backfilled east of line 5
-Foundation pads have been installed east of line T
-Sanitary sewer service has been installed from main to 10 feet outside building.
OBSERVATIONS
INFORMATION OR ACTION REQUIRED
Work in Progress Is In Compliance With Plans&Specifications.
COMMENTS
INSPECTION BY: /
Ba icki,P.E. hrtl re ni , -. .
DATE: -18-2013 DATE: 7-18-2013
JUL 1 8 2013
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St George Road,Springfield, MA 01104
Report Date: 6/28/13. -
Project.Number: Sage, zoe Senior Report Number:- 1
Project_ Zoe Senior Retirement, Northampton,' MA
Client - ' Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS .(ASTM C 311
Date Pieced: 6/21/.2013
Time Sampled: 16:03
Location of Sample: 3501 of Footing
Supplier: Construction Service
Truck Number: 2 B1 Ticket Number: 11271
Mix Number:
Design Strength: 3000
Time Batched: 15 :35 Time Placed: 15 :55
Batch Size: B
Slump: 4.5 (ASTM C 143) Air Content: 5.4 (ASTM C 173)
Concrete Temp: 83 (ASTM c 1064) .Ambient Temp: 81
Water Added: No Water Added on Site Technician: J. Cormier
_i_ASORATORY TEST RESULTS (As-rm c 39)
No Breaks in this Report
Remarks: S�TYPES OF FRACTURE
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Reported by: /11.2-":411---
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St,George Road,Springfield, MA 01104
Report Date: 7/9/13
Project Number: Sage, Zoe Senior Report Number: 2
Project Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 7/8/2013
Time Sampled: 14 :22
Location of Sample: Wall from C4-J1
Supplier: Construction Service
Truck Number: 340 Ticket Number: 11382
Mix Number:
Design Strength: 300o
Time Batched: 13 :55 Time Placed: 14 :15
Batch Size: B
Slump: 4.5 (ASTM C 143) Air Content: 4 .7 (ASTM C 173)
Concrete Temp: 85 (ASTM C 1064) Ambient Temp: 87
Water Added: No Water Added on Site Technician: J. McGreevy
LABORATORY TEST RESULTS (ASTM C 39)
No Breaks in this Report
Remarks:
TYPES of FRACTURE
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Reported by: .6414-41,-X----".
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 7/16/13
Project Number: Sage, Zoe Senior Report Number. 2
Project: Zoe Senior Retirement, Northampton, MA
Client Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 7/8/2013
Time Sampled: i4:22
Location of Sample: Wall from C4-.31.
Supplier: Construction Service
Truck Number. 340 Ticket Number 11382
Mix Number:
Design Strength: 3000
Time Batched: 13 :55 Time Placed: 14 :15
Batch Size: 8
Slump: 4.5 (ASTM C 143) Air Content: 4 .7 (ASTM C 173)
Concrete Temp: 85 (ASTM C 1064) Ambient Temp: 87
Water Added: No Water Added on Site Technician: J. McGreevy
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
K-445 7/15/2013 7 26015 4.00 12.57 2070 69% 5
K-446 8/5/2013 28 4.00 12. 57 5
K-447 8/5/2013 28 4 .00 12. 57 5
K-448 8/5/2013 28 4 . 00 12. 57
Remarks: TYPES OF FRACTURE
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Copies to:
Reported by:
Richard Beilucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St George Road,Springfield, MA 01104
Report Date: 7/17/13
Project Number: Sage, Zoe Senior Report Number: 3
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 7/9/2013
Time Sampled: 15 :03
Location of Sample: Ftg. 5 Line, M-P, 8 Line, M-P, 904 Line W-ZZ *
Supplier Construction Service
Truck Number: 391 Ticket Number: 11396
Mix Number.
Design Strength; 3000
Time Batched: 14 :45 Time Placed: 14 :57
Batch Size: ii
Slump: 3 {ASTM C 143) Air Content: 5.0 (ASTM C 173)
Concrete Temp: 83 (ASTM C 1064) Ambient Temp: 81
Water Added: No Water Added on Site Technician: J. Cormier
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
K-389 7/16/2013 7 36900 9. 00 12.57 2940 98% 5
K-385 8/6/2013 28 4 .00 12 ,57 5
K-386 8/6/2013 28 4 .00 12.57 5
K-387 8/6/2013 28 4 .00 12.57 5
Remarks: = 13 Line, L-G TYPES 04'FRACTURE
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Reported by: /i'�t"
Richard Bellucci.
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, inc.
115 St George Road,Springfield, MA 01104
Report Date: 7/10/13
Project Number: Sage, Zoe Senior ReportNumber: 3
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 7/9/2013
Time Sampled: 15:03
Location of Sample: Ftg. 5 Line, M-P, 8 Line, M-P, 904 Line W-ZZ *
Supplier: Construction Service
Truck Number: 341 Ticket Number: 11396
Mix Number:
Design Strength: 3000
Time Batched: 14 :45 Time Placed: 14 :57
Batch Size: 11
Slump: 3 (ASTM G 143) Air Content 5.0 (ASTM C 173)
Concrete Temp: 83 (ASTM C 1064) Ambient Temp: al
Water Added: No Water Added on Site Technician' J. Cormier
LABORATORY TEST RESULTS (ASTM C 39)
No Breaks in this Report
Remarks: * 13 Line, L-G TYPES OF FRACTURE
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Copies to: N
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Reported by: /666-167-41/6-"'----.
Richard Bel.lucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road,Springfield, MA 01104
Report Date: 7/18/13
Project Number: Sage, Zoe Senior Report Number: 6
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 7/17/2013
Time Sampled: 15:30
Location of Sample: Wall N to Q, Interior Piers, 2.6 to 2 . 9
Supplier Construction Service
Truck Number: 282 Ticket Number: 11498
Mix Number:
Design Strength: 3000
Time Batched: 14 :45 Time Placed: 15 :15
Batch Size: 8
Slump: 4 (ASTM C 143) Air Content: 4 . 9 (ASTM C 173)
Concrete Temp: a9 (ASTM c lost) Ambient Temp: 98
WaterAdded: No Water Added on Site Technician: B. Mayne
LABORATORY TEST RESULTS (ASTM C 39)
No Breaks in this Report
Remarks: TYPES of FRACTURE
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Copies to:
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Reported by: AZ
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Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road,Springfield, MA 01104
Report Date: 7/1B/13
Project Number: Sage, Zoe Senior Report Number: 4
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 7/10/2013
Time Sampled: 13 :40
Location of Sample: Wall, S to Y, Y to N
Supplier: Construction Service
Truck Number: 290 Ticket Number: N/A
Mix Number:
Design Strength: 3000
Time Batched: 13 :00 Time Placed: 13 :30
Batch Size: 10
Slump: 4 (ASTM C 143) Air Content: 5.5 (ASTM C 173)
Concrete Temp: 85 (ASTMC1064) Ambient Temp: 85
Water Added: No Water Added on Site Technician: B. Mayne
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
K-449 7/17/2013 7 33165 4 . 00 12 .57 2640 88% 5
K-450 8/7/2013 28 4 .00 12 .57 5
K-451 8/7/2013 28 4 . 00 12 . 57 5
K-452 8/7/2013 28 4 . 00 12. 57 5
Remarks: TYPES OF Fnncnna
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Reported by: G e-41140-®.-
Richard Bellucci
President