Report 3(1P2.4 - 00/ 95
7921 so/ V1/4sw V &TON SQUIf RE RD h
erl(n T T
7499 SW Tech Center Dr. Ste. 145
T i OR. 97223
nxcxLTe
Ph: 503-443-3799 Fax:503- 620 -2748
503.443.3799
REPORT OF CONCRETE CYLINDER TEST
Project Number: 10- 3075 -000 Report Number: 16536
Project: H & M WASHINGTON SQUARE
Client: PLEGER -HENRY ARCHETECTURE
Address: 15640 N 7TH ST, SUITE B9
PHOENIX, AX 85022
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C31
Date Placed: 9/20/2010
Time Sampled: 12:30PM
Location of Sample: 2ND FLOOR METAL SLAB, INTERIOR OF BUILDING, WEST SIDE OF SPACE.
Supplier: ROSS ISLAND
Truck Number: 210 Ticket Number: 476272
Mix Number: 3531C
Design Strength: 3 5 0 0 psi
Time Batched: 11 : 51AM Time Placed:
Batch Size: 11 yds.
Slump: 7. 0 in. (ASTM C 143) Air Content: 1.5 % (ASTM C 173)
Concrete Temp: 70 OF Ambient Temp: 54 °F
Water Added: 0 gal . Technician: N FRAZIER
LABORATORY TEST RESULTS . (ASTM . C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
A 9/27/2010 7 41030 4.00 12.57 3270 93% Cn
B 10/18/2010 28 62900 4.00 12.57 5010 143% Cc
C 10/18/2010 28 66510 4.00 12.57 5290 151a Cn
D =H 0 4.00 12.57
Remarks: TYPES O / FRACTURE
c i L g U I
Type 1 Type 2 P Ty3
Copies to:
i Type 4 Typ5 Type 6
Reported by: J
I
e
ANS
ACCREDITED
7409 SW Tech Center Dr. Ste. 145
.4004
Tigard. OR. 97223
d=1,mwm
Ph: 503-443-3799 Fax:503-620-2745
503.443.3799
REPORT OF CONCRETE CYLINDER TEST
Project Number: 10-3075-000 Report Number: 16537
Project: H & M WASHINGTON SQUARE
Client: PLEGER- HENRY ARCHETECTURE
Address: 15640 N 7TH ST, SUITE B9
PHOENIX, AX 85022
Attn:
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 9/2 0/2 0 1 0
Time Sampled: 2: 55AM
Location of Sample: 2ND FLOOR METAL SLAB, INTERIOR OF BUILDING, WEST SIDE OF SPACE.
Supplier: ROSS ISLAND
Truck Number: 76 Ticket Number: 47 62 B1
Mix Number: 3 53 1C
Design Strength: 3500 ps
Time Batched: 1: 4 OAM Time Placed:
Batch Size: 9 yds .
Slump: 6 . 75 in, (ASTM C 143) Air Content: 1. 75 % (ASTM C 173)
Concrete Temp: 70 .F Ambient Temp: 54 °F
Water Added: o gal . Technician: N FRAZIER
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
A 9/27/2010 7 40870 4.00 12.57 3250 93% Cn
3 10/18/2010 28 63020 4.00 12.57 5020 143% Cn
C 10/18/2010 28 60490 4.00 12.57 4810 137% Cn
D=H 0 4.00 12.57
Remarks: TYPES OF FRACTURE
Ty", Type 2 Type 3
Copies to: E Ej
TYP64 Type 5 Type 6
Reported by:
erfe
Ir."5
ACCREDITED