Papa John's-LR 970328 Compress,ve S-.ength Test Report
Terracon
In substantial accordance with ASTM Standards except where noted
Consultants, Inc.
12S01 STEMMONS FREEWAY, #907
DALLAS, TEXAS 76234-6847 Terracon Project No. 1797 1015
{214)-243-8838 Report No.
Client ACT COMMERCIAL CONSTRUCTION Project PAPA JOHN'S RESTAURANT
697 METRO PARK BOULEVARD COPPELLr TEXAS
SUITE 25
LEWISVILLE~ TEXAS 75057
Attn: JOE MURRAY
Field Mix Data
Sample Date: 03 / 28 / 97 Time: 12: 45 P Material: (concrete, grout, mert~] CONCRETE
Sampled by: J. HARRIS Design Strength at 28 days 4000 psi
Placement Description: PAVING Material Supplier: P~DI-MIX
Delivery Ticket No: 2 18802 Truck No.: 147
Mix I.D. No.: 910
Sample Location: TURN LANE Coarse aggregate size:
Admixtures:
Batch size (cu.yd.): 10 Cu.Yd placed: 40
Placement Method: DIRECT DISCHARGE Water added on site, gal.: 0
{direct discharge, crane and bucket, pump} Batch time: 12: 30 Time in mixer, min.: 15
Field Test Data(,he preceeding inf .... tion obtained from delivery ticket)
Test Result Specification
Slump, in. 5.0
Air Content, % 3.6
Concrete Temperature, o F 66
Ambient Temperature, OF ?0
Plastic Unit Weight, pcf
Laboratory Test Data (ASTM C 39)
Nominal Specimen Size 6X 12 Date submitted tO laboratory 0 3 / 2 9 / 9 7
Specimen No. A B C D
Specimen Size, inches 6 6 6 6
Cross-Section Area, sq. inches 2 8.2 7
As Received Specimen Wt., lbs. 28.5
Tested By HARRIS
Date Tested 03/31/97 !04/04/97 04/25/97 34/25/97
Age at Test, days 3 7 28 28
Fracture Type U
Min. Compressive Stre~ Ith, psi 4000 4000 4000 4000
Total load, lbs. 69520
Compressive Strength, psi 2460
Comments: Notes:
[] Field mix and field test data p~ovided by othem
[] Field teat date by Tarracon in eubatantial accordance
with aampling ASTM C 172, C.ting Specimens C 31.
C 1064, Unit Weight C 138.
Reviewed by: E.J.CLEVELAND
a b c d · f u
Fracture Types