HomeMy WebLinkAboutBuilding Miscellaneous 2013-3-8 7409 SW Tech Center Dr.Ste. 135
C. :n: Tigard,OR.97223
Ph:503-443-3799 Fax:503-620-2748
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503.443.3799
REPORT OF CONCRETE CYLINDER TEST
Project Number: 13-4262-D00 Report Number: 19860
Project: SPRINGFIELD BUFFALO WILD WING
Client: DLA CONSTRUCTION SERVICES, LLC
Address: 2770 GATEWAY ST
SPRINGFIELD, OR 97977
Attn: BRAD SISK ,
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 3/8/2013 .
Time Sampled: 2:16 PM
Location of Sample: FREEZER SLAB AT 2.7/A.2
Supplier KNIFE RIVER
Truck Number: 382 Ticket Number 3979309
Mix Number: 24V5N55C00
Design Strength: 3000 psi
Time Batched: 1:10 PM Time Placed: .
Batch Size: 8.5 yds.
Slump: 4.25 in. (ASTM C 143) Air Content 1. 9 % (ASTM C 173)
Concrete Temp: 5 9 °F Ambient Temp: 56 F
Water Added: 3 GALLONS gal. Technician:A. FYOCK
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
A 3/15/2013 7 34330 4.00 12.57 2730 91% 2
B 4/5/2013 28 69870 4.00 12.57 5560 185% 3
C 4/5/2013 28 71450 4.00 12.57 5690 190% '2
D=HOLD 0 4.00 12.57
E=HOLD 0 4 .00 12.57
Remarks: TYPES OF FRACTURE
151I>1 AA IN
. Type, Tye2 Type3
P" .
Copies to: \ '""
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BRAD SISK Typed TYPS TyM6
Reported by:iv '-a
has
ACCREDITED
7409 SW Tech Center Dr.Ste. 135
Tigard,OR.97223
Ph:503-443-3799 Fax:503-620-2748
503.443.3799
REPORT OF CONCRETE CYLINDER TEST
Project Number: 13-4262-D00 Report Number: 20100
Project: SPRINGFIELD BUFFALO WILD WING
Client: DLA CONSTRUCTION SERVICES, LLC
Address: 2770 GATEWAY ST
SPRINGFIELD, OR 97477
Attn: BRAD SISK
FIELD TEST CONDITIONS AND RESULTS (ASTM C 31)
Date Placed: 9/1/2013 ,
Time Sampled: 11:10 AN
LE/CBtion of Sample: EXTERIOR SLAB ON GRADE ON NORTH SIDE OF THE BUILDING
Supplier KNIFE RIVER
Truck Number 380 Ticket Number 3974679
Mix Number 2430N17200
Design Strength:9 000 psi
Time Batched: 10:15 Art Time Placed:
Batch Size: 10.75 yds.
Slump: 6.0 in. (ASTM C143) Air Content: 5.6 % (ASTM C173)
Concrete Temp: 68 °F Ambient Temp: 70 °F
Water Added: Technician: J. BROWNFIELD
LABORATORY TEST RESULTS (ASTM C 39)
Test Percent of Type of
Specimen Date Age Load Diameter Area Strength Design Fracture
A 4/8/2013 7 91200 9 .00 12.57 3280 82% 2
B 4/29/2013 28 9 .00 12.57
C 4/29/2013 28 4 .00 12.57
D=HOLD 0 4 .00 12.57
Remarks:. TYPES OF FRACTURE FRACTURE
k M 1U II
Type! TONT Types
Copies to:
BRAD SISK Type4. Type! Type!
Reported by: C
er
ACCREDITED