06-039 (22) 06 -151
SAGE ENGINEERING AND CONTRACTING, INC.
DESIGN-BUILD DEVELOPMENT, ARCHITECTURAL ENGINEERING, AND CONSTRUCTION MANAGEMENT
October 9th, 201 3
Louis Hasbrouck, Building Commissioner
City of Northampton - �' 5 20i3
21 2 Main Street
Northampton, Ma 01 OGO
RE:Zoe Senior Retirement Community, 345 Haydenville Road, Northampton, Ma
SAGE Project No. 0482
City of Northampton Building Permit No: BP-20I 3- 1095
Dear Mr. Hasbrouck:
On behalf of Chakalos Investments, Inc., please find the enclosed Construction Control
Field Inspection Report dated 10-09-13 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,
Ehas-Dimitns Nikolaidis
Junior Engineer
SAGE ENGINEERING$CONTRACTING, INC.
199 SERVISTAR INDUSTRIAL WAY-SUITE 2
WESTFIEJD, MASSACHUSei 15 01085
TEL: 413-562-4884 W FAX: 413-562-4599
PAGE 1 OF I www.sage-Ilc.com
•
CONSTRUCTION CONTROL FIELD INSPECTION REPORT
Project: Zoe Senior Retirement Community
SAGE ENGINEERING 8 CONTRACTING,INC. Job Location: 346 Haydenville Road
199 SERVISTAR INDUSTRIAL WAY, SUITE 2 Northampton,MA 01060
WESTFIELD, MASSACHUSETTS 01085 Inspection Date: 10-09-2013
(413)562-4884 Time: 11:00 AM to 1:00 PM
Sage Job Number: 0482-04-13
Buildin' Permit No: BP-2013.1095
WEATHER: Sun,64 °
EST.%OF COMPLETION: 12%
CONSTRUCTION SUPERVISOR: Ed Fortin,Sage Engineering&Contracting, Inc.
PRESENT AT SITE
-Sage Engineering&Contracting, Inc.
-Waldo Construction(Site Sub Contractor)
-McCain and Sons(Plumbing Sub Contractor)
-Gustafson(Electrical Sub Contractor)
-Eouloment:
Komatsu CK 35 -Cat 966 Loader
2 x Lull 844C -10 Ton Vibratory Roller
-Ford Simon-RD -Mobile Office Trailer
Cat 330 Excavator -(2)Portable Restroom Facilities
Cat 312 Excavator -Storage Container
-Sage Storage Trailer -Snorkelift tb42
-JLG Lift RSC-600 -Screener RD-90B
WORK IN PROGRESS
-Installation of roof trusses and deck east of grid line 6.5
-General site grading and roof down spout drainage
-Rough and temp electric west of grid line 6.5
-Rough plumbing for t floor west of grid line 6.5
WORK COMPLETED SINCE PREVIOUS INSPECTION
-Framing 2"d and 3floor east of grid line 6.5 is 90%complete
-All structural steel has been completed
-Floor slab poured west of grid line 6.5
-Interior concrete pads poured in west wing
-Storm water infiltration chambers installed
-Underground plumbing is being installed east of grid line 6.5
-carport foundation has been poured
-Plumbing stacks have been installed for 1st and 2n°floor west of grid line 6.5
2n°and 3'°floor deck east of grid line 6.5 has been completed
OBSERVATIONS
INFORMATION OR ACTION REQUIRED
Work in Progress Is In Compliance With Plans&Specifications.
COMMENTS
Concrete test reports are o .ate are attached
,`'
j j
INSPECTION BY: 4� ENG :
Nikolaidis fin
DATE: 104 'till DAT- 0-09-2013
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 SL George Road, Springfield, MA 01104
Report Date: 9/4/13
Project Number: Sage, Zoe Senior Report Number: 16
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_tASTM.c 31)
Date Placed: 9/3/2013
Time Sampled: 1s:00
Location of Sample: D & G Piers, West wing
Supplier: Construction Service
Truck Number: 283 Ticket Number 11950
Mix Number:
Design Strength: 3000
Time Batched: 14:10 Time Placed: 14 :30
Batch Size: 6
Slump: 3 (ASTM C 143) Air Content: 4 . 9 (ASTM C 73)
Concrete Temp: 74 (ASTM C 1064) Ambient Temp: 70
- Water Added: No Water Added on Site Technician: G.Mancini
LABORATORY TEST RESULTS_(ASTM c 391,
No Breaks in this Report
Remarks: TYPES OF FRACPJRE
TYPO, Typel TWu,
Copies to: \ .I r y
Type Types�I/, T
Tyyppee6
Reported by: - ./��:C i,�u
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St.George Road,Springfield, MA 01104
Report Date:10/2/13
Project:Number. Sage, Zoe Senior Report Number. 16
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_LASTM C 311
Date Placed:9/3/2013
Time Sampled: 15:0a
Location of Sample:D- & G Piers, West Wing
Supplier:Construction Service
Truck Number:.283 Ticket Number 1/95.0
Mix Number:
Design Strength:3000
Time Batched: 14:10 Time Placed: 14:30
Batch Size: 6
Slump: 3 (ASTM cuts) Air Content 4.9 (ASTM C 173)
Concrete Temp: 74 (ASTMC 1064) Ambient Temp: 70
Water Added:No Water Added on Site Technician:G.Mancini.
-_ LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
L-896 9/10/2013 7 25245 4.00 12.57 2010 87% 5
L-897 10/1/2013 28 49700 4.00 12.57 3960 132% 5
L-898 10/1/2013 28 50130 4.00 12.57 3990 133% 5
L-8:99 10/1/2013 28 48990 4.00 12.57 3900 130% 5
Remarks: nv€soG FRACTURE
C
A
71'01 Tylw2 ryma
rl n
Copies to: N
Typ,! Types Try..
Reported by: .._.,,/ _..o` �./JL' 1— ._.
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St George Road, Springfield, MA 01134
( Report Date: 9/23/13 _.
Project Number: Sage, Zoe Senior Report Number: 17
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: 9/13/2013
Tithe Sarnpied: 11 :00
Location of Sample: Lines 2. 6, 2 .9,D2,D4,D7, 10 .1-10.5, E+E5, Between*
Supplier: Chicopee Concrete
Truck Number: 20 Ticket Number: 14094
Mix Number
Design Strength: 3000
Time Batched: 10 :00 lime Raced: 10 :30
Batch Size: 10
Slump: 3 (ASTM C 143) Air-Content 4. 8 (ASTM C 173)
..
Concrete Temp: 72 (ASTM C 1064) Ambient Temp: 75
Water Added: 2 Gals. Added Technician: G.Mancini
LABORATORY TEST RESU_LTS_(AsTM c 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
M-195 9/20/2013 7 34025 4.00 12 .57 2710 90% 5
M-196 10/11/2013 28 4 .00 12.57 5
M-197 10/11/2013 28 4. 00 12. 57 5
M-198 10/11/2013 28 4.00 12.57 5
Remarks: *12+13 Lixies TYPES of FRACTURE n-,
l
Tray TY ri
Yore+
Copies to:' L 1 1
Type4 Types Type 6
Reported by:
Richard Bellucci
President
•
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 9/16/13
Project Number: Sage, Zoe Senior Report Number: 17
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 RE$ULTS_(ASTM C 31)
Date Placed: 9/13/2013
Time Sampled: 11: 00
Location of Sample: Lines 2 . 6,2 .9,D2,D4,D7, 10.1-10.5, E+ES, Between*
Supplier: Chicopee Concrete
Truck Number: 20 Ticket Number: 14094
Mix Number:
Design Strength: 3000
Time Batched: 10:00 Time Placed: 10:30
Batch Size: 10
Slump: 3 (ASTM C 143) Air Content: 4 .8 (ASTM c 113)
Concrete Temp: 72 (ASTM c 1064) Ambient Temp: 7s
Water Added: 2 Gals. Added Technician: G.Mancini
LABORATORY TEST RESULTS (_A_STMC.39.).
No Breaks in this Report
Remarks: *12+13 Lines TYPES OF FRACTURE
1>7
Type JJti
Type Type] Type,
\ � r 7
Copies to: \ I,_'
,/ Type< (Type 55 Type 6
Reported by: /'. ` /el
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road,Springfield,MA 01104
Report Date:9/19/13
Project Number: Sage, Zoe Senior Report Number. 18'
Project Zoe Senior Retirement,. Northampton, MA
Client Sage Engineering, LLC.
Address: 199 servistar industrial Way
Suite 2, Westfield, MA 01085
Attn:-
FIELD TEST CONDIDONS AND RESULTS :(ASTIvt 031)
Date.Placed: 9/18/2013
Time Sampled: 7:10
Location of Sample: SOG; West Wing.
Supplier:Construction Service
Truck Number:401 Ticket Number 12137'
Mix Number.
Design Strength:4000*
Time Batched: 7:19 Time Placed: 7:27
Batch.Size:."i
Slump: 5 (Asim 0143) Air Content: 2.0 (ASTMt173)
Concrete Temp: 69 (ASTFI C1064) Ambient Temp: 40
Water Added: 30 Gals. Added Technician:Marc N.
LABORATORY TEST RESULTS (As-rm. 0 39)
No Breaks in this Report
Remarks: *No Air 11TE9oPFHPCm1E
XT
IA rj'
;r;., . :„
Copies to: N
�rypy.// 1V7.45119,1.. �.:
Reported by: i�'""--aK.q
Richard Bel lucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St George Road, Springfield, MA 01104
Report:Date: 9/26/13
Project Number. Sage, Zoe Senior Report Number: 18
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: 9/18/2013
Time Sampled: 7 :40
Location of Sample: SOG, West Wing
Supplier: construction Service
Truck Number 401 Ticket Number: 12137
Mix Number:
Design Strength: 4000*
Time Batched: 7:14 lime Placed: 7:27
Batch Size: 11
Slump: 5 (ASTM C 143) Air Content: 2 .0 (ASTM C 173)
Concrete Temp: 69 (ASTM 01064) Ambient Temp: 40
�.. . Water Added: 30 Gals. Added Technician:Marc M.
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
M-335 9/25/2013 7 33945 4.00 12.57 2700 68% 5
M-336 10/16/2013 28 4. 00 12.57 5
M-337 10/16/2013 28 4. 00 12.57 5
M-338 10/16/2013 28 4.00 12.57 5
Remarks: *No Air TYPES OF FRACTURE
in F14,1
X !lam Types
TypalTyW: 'Wes
Copies to: i N
Tro•4 Types T9%6
Reported by:
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St.George Road,Springfield,MA 01104
Report Date: 9/19/13
Project Number::Sage, Zoe Senior Report,Number: l9
Project: Zoe Senior P.etirewent, Northampton, MA
Client: Sage Engineering, :LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTMC 31)
Date Placed: 9/18/2013.
Time Sampled: s:05
Location of Sample:Sec, West Wing
Supplier Construction Service
Truck_Number.:271 Ticket Number:12140:
Mix Number:
Design Strength: to Do*
Time Batched:7:so Time Placed: a:00
Batch Size:.1i
Slump: 5.5 (ASTM C143) Air Content. 2.2 (ASTM'C173)
Concrete Temp::70 (AM C 064) Ambient Temp: 49
Water Added:No. Water Added on Site Technician:Marc M. . ..
LABORATORY TEST RESULTS (ASTM C 39)___
No Breaks in this Report
Remarks: *No Air mesas FRACTURE
MTLei 15‘;`
copies to: \
Typo Type. Typei
• Reported by: ,4-c-44--/;(----.
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 9/26/13
Project Number: Sage, Zoe Senior Report Number: 19
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Atm:
FIELD TEST CONDITIONS AND RESULTS (ASTM_C 31)
Date Placed: 9/18/2013
Time Sampled: 8 :05
Location of Sample: SOG, West Wing
Supplier: Construction Service
Truck Number: 271 Ticket Number: 12140
Mix Number.
Design Strength: 4000*
Time Batched: 7:5 0 Time Placed: 8 :00
Batch Size: 11
Slump: 5.5 (ASTM C 143) Air Content 2.2 (ASTM C 173)
Concrete Temp: 70 (ASTM C 1064) Ambient Temp: 45
WaterAdded: No Water Added on Site Technician:Marc M.
LABORATORY.TEST RESULTSCASTM C 39)_
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
M-339 9/25/2013 7 30690 4.00 12.57 2440 61% 5
M-340 10/16/2013 28 4.00 12.57 5
M-341 10/16/2013 28 4 .00 12.57 5
M-342 10/16/2013 28 4.00 12 .57 5
Remarks: *No Air TYPES OF FRACTURE
RA Typc3
type1 Typi Types
77
Copies to: \ j I i_ I
Typo, 7M5 Tyyi
Reported by: _ Ar -. _
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
1t5 St George:Road,Springfield,MA 01104
Report Date: 9/19/13
Project Number Sage, Zoe Senior Report Number: 20
Project Zoe Senior Retirement, Northampton, Mtn
Client Sage Engineering, LLC
Address: 199 Servistar Industrial way
Suite i, Westfield, MA '01085
Atm'.
FIELD TEST CONDITIONS AND RESULTS__(ASTM C 31)
Date Placed: 9/18/2013
Time Sampled: 9: 30
Location of Sample:SOG, West Wing.
Supplier. Construction. Service
Truck Number: 364 TicketNumber.12146
Mix Number
Design Strength: 4000* :.
Time Batched: 9:12 Time Placed: 9:25
Batch Size: 11
Slump: 5.5 CASTMC1431. Air Content 2.0 (ASTM C173)
Concrete Temp: 70 osrM ci064) Ambient.Temp: 50
N. Water Added: No Water Added on Site Technician:Marc M.
LABORATORY TEST RESULTS LASTM C 39)
No Breaks in this Report
Remarks: *No Air APES of FRACTURE
Tpv2 Typei:
— f
`
Copies to:
_—� �
.:.,/// r,P.s Tam;
Reported by:
-- Richard Bellucci
President
• REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 9/26/13
_
Project Number: Sage, Zoe Senior Report Number: 20
Project: Zoe Senior Retirement, Northampton, MA
Client: Sage Engineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01065
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31) _.__
Date Placed: 9/18/2013
Time Sampled: 9:30
Location of Sample: SOG, West Wing
Supplier: Construction Service
Truck Number: 364 Ticket Number. 12146
Mix Number:
Design Strength: 4000*
Time Batched: 9:12 Time Placed: 9:25
Batch Size: 11
Slump: 5.5 (ASTM c 143) Air Content 2 .0 (ASTM C 173)
Concrete Temp: 70 (ASTM C 1064) Ambient Temp: 50
Water Added: No Water Added on Site Technician:Marc M.
LABORATORY TEST RESULTS_(ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
M-343 9/25/2013 7 35820 4.00 12.57 2850 71% 5
M-344 10/16/2013 28 4.00 12.57 5
M-345 10/16/2013 28 4.00 12.57 5
M-346 10/16/2013 28 4.00 12.57 5
Remarks: *No Air TYPES OF FRACTURE
}
Type, Tpo2 Types
fl
>-a
Copies to: N{ 'H
y 'Ty�e4 AD Types Type6
Reported by: /44- '`"�
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories,Inc,
115 St George Road,Springfield,MA 01%03.
Report Date: 9/19/13
Project Number. Sage-, Zoe Senior Report Number.. 21
Project Zoe Senior Retirement, Northampton, MA..
Client Sage Engineering, LLC
Address: 199 Servistar Industrial way
Suite 2, Westfield, MA 01.085
Attn.
FIELD TEST CONDITIONS AND RESULTS_(ASr_vt 1 C
Date Placed: 9/18/2013
TimeSampled: 10:09
Location of Sample:SOC., West Wing •
Supplier Construction Service.
Thick Number 273 Ticket Number.12148
Mix Number .. .. _.
Design:Strength:4 000*
Time Batched' 9:40 Time Placed: 9:50
Batch Size: 11
Slump: 6 (ASTM C 143). Air Content 1.9 (ASTM:C t7)
Concrete Temp: 70 (ASTM c ios4) Ambient Temp:55
Water Added: lo Gals. Added Technician:Marc M
_ LABORATORY TEST,RESULTS .0$11+1c 39)
No Breaks in this Report
Remarks: *No Air ores w rrsnceuP2.
vN4'
n,., ,,„,
Copies to: \ v l
m.. .iris rva¢
Reported by:
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St. George Road, Springfield, MA 01104
Report Date: 9/26/13
Project Number. Sage, Zoe Senior Report Number: 21
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_GASTM C 31).
Date Placed: 9/18/2013
Time Sampled: 10:OS
Location of Sample: SOG, West Wing
Supplier: Construction Service
Truck Number: 276 Ticket Number: 12148
Mix Number.
Design Strength: 4000*
Time Batched: 9:40 Time Placed: 9:50
Batch Size: 11
Slump: 6 (ASTM C 143) Air Content: 1. 9 (ASTM C 173)
r Concrete Temp: 70 (ASTM C 1064) Ambient Temp: 55
\.... Water Added: 10 Gals. Added Technician: Marc M
_ LABORATORY TEST RESULTS (ASTM C 39)_
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
M-347 9/25/2013 7 36835 4.00 12.57 2930 73% 5
M-348 10/16/2013 28 4.00 12.57 5
11-349 10/16/2013 28 4. 00 12.57 5
M-350 10/16/2013 28 4.00 12.57 5
Remarks: *No Air TYPES oFFRACTURE
WR1 171,
T,p, Type2 Type,
Copies to: jN Ii L h
��Type e4 Type typos
�
Reported by: _��/-� = '- _�aW'
Richard Bellucci
President
REPORT OF CONCRETECYLINDER TEST
Allied Testing Laboratories, Inc.
115 St George Road,Springfield,MA 01104
Report Date: 9/19/13
Project Number. Sage, Zoe senior :Report Number: 22
Project Zoe 'Senior Retirement, Northampton; MA
Client, Sage 5ingineering, 1LC
Address: 199 Sexvistar Industrial Way
Suite 2, Westfield, MAJ01085
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTNt C 31)
Date Placed: 9/18/203.3.
Time Sampled:10:50
Location of Sample::SOG, West Wing
Supplier Construction Service
Truck Number. 400 Ticket Number. 12152
Mix Number:
Design Strength:4000*
Time Batched: to:31 Time.Placed: 10::45'
Batch Size: 11
Slump:5.75 (ASMA c 143) Air Content 2.1 (ASTM C 173)
ContzeteTemp:72 (AsnucIGS4) Ambient Temp: 65
Water Added:No Water Added on Site. Technician:Marc M.
LABORATORY TEST RESULTS (ASTM C 39)
No Breaks in this Report
Remarks: *No Air ,j,XTYT
/\ a
ES Of rxnws
1I 1 Ir N
]rpt mo--2 }yq].
Copies to: �� _ •[_ ��
// y".`
T,x44 1/mi *ro.t
Reported by: �;L ry"/--'...,_.
Richard Bellotti
President
•
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, Inc.
115 St George Road, Springfield, MA 01104
Report Date: 9/26/13
Project Number: Sage, Zoe Senior Report Number: 22
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: 9/18/2013
Time Sampled: 10 :50
Location of Sample: 50G, West Wing
Supplier: Construction Service
Truck Number 400 Ticket Number 12152
Mix Number:
Design Strength: 4000*
Time Batched: 10 :31 Time Placed: 10 :45
Batch Size: 11
Slump: 5 .75 (ASTM 0143) Air Content 2.1 (ASTM C 173)
Concrete Temp: 72 (ASTM c 1064) Ambient Temp: 65
Water Added: No Water Added on Site Technician:Marc M
LABORATORY TEST RESULT_S_( .STM C33)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
M-351 9/25/2013 7 34225 4.00 12 .57 2720 68% 5
M-352 10/16/2013 28 4.00 12 .57 5
M-353 10/16/2013 28 4.00 12.57 5
M-354 10/16/2013 28 4.00 12.57 5
Remarks: *No Air TYPES OF FRACTURE
77 i
Tr ` '�� oZ *�i
Ty\yp, Type Teel
Copies to: �,� J ��
TypeType 4 Tpe555 �Ty e.
Reported by: —_1 'e✓^' 7. /: (--. /
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories, tae.
115 St George.Road,Springfield, MA D1104
Report Date:9119/13
Project Number, Sage, Zoe Senior Report Number[ 23
Project Zoe Senior Retirement, Northampton, MA
Client Sage. Engineering, LLC
Address: 199 Sex-caster Industrial Way
State 2, Westfield, MA O10&5
Attn:
FIELD TEST COND#TIDNS ANDRESULTS (Asmrn c 31).
Date Placed: 9/18/2013
Time Sampled:ll 40.
Location;of Sample: BOG. West Wing
Supplier Construction Service
Truck Number 271 Ticket Number: 12155
Ma Number.
Design Strength: 40.00*
Time Batched: 11:20- Time Placed: 11:30
Batch Size:11
Slump: 5.5 (ASTMCt4S)- . Air Content 1.9 (ASTMCi73)
Concrete Temp: 72 (ASTM C 1064): Ambient Temp;:6a
Water Added.No Water Added. on Site Technician:Marc M.
LABORATORY TEST RESULTS (ASTM G 39)__._
No Breaks in this Report
Remarks: *No Air n sorrRncruRE
Tr
KY `!'I f\ oiN
rm..r .2..2 +.w,
fl
Copies to:
fl
Reported by:
Richard Bellucci
President
REPORT OF CONCRETE CYLINDER TEST
Allied Testing Laboratories;Inc..
415 St George Road,Springfield,MA 01104
Report Date: s/26/13
Project Number. Sage, Zoe Senior Report Minter: 23
Project zoe Senior Retirement,; Northampton, MA
Client Sage Rngineering, LLC
Address: 199 Servistar Industrial Way
Suite 2, Westfield, MA 01085
Attn:
FIELD TEST GOWITtONS AND_RESSULTS (ASTM 31) _-.,_. -
Date Placed: 9/18/2013
Tone Sampled: it:4.0
Location of Sample::sOG, West Wing
Supplier. Construction Service
Truck Number 271 Ticket Number. 12155.
Mix Number
DesignStrength:4.000*
Time Batched:.11:20 Time Placed: 11:30
Batch Size:11
Slump:51.5 (ASTMC143) AirContent: 1.9 (Aerate 173)
Concrete Temp: 72 (ASTM C1084) Ambient Temp:68
Water Added No Water Added on Site Technician t4arc M.
_ LABORATORY TEST RESULTS {ASTiv4 G 39)
Test Percent of Type
Specimen Date Age Load Diameter Area Strength Design Fracture.
M-355 9/25/2013 7 33090 4.00- -12.57 2630. 66% 5
M-356 10/16/2013 28 4.00 12.57 5
M-357 10/16/2013 28 4.00 12,57 5
14-358 10/16/2013 28 4.00 12.57
Remarks: !No Air TYPES OiFlNCTURE
t
i3Trcea Mon
Copies to:
Reported by: - / z`
Richard Bellucci
President