Papa John's-LR 970312 Compress,ve S',. ength Test Report
In aubstantlal accordance with ASTM Stand.'da except where noted
Terracon in
Inc.
6TEMMON6 FREEWAY. #907
TEXAS 76234'6847 Terracon Project No. 1797 ].0 ].5
('214)-243ose38 Report No. 2
Client ACT COMMERCIAL CONSTRUCTION Project PAPA JOHN'S RESTAURANT
697 METRO PARK BOULEVARD COPPELL, TEXAS
SUITE 25
LEWISVILLE~ TEXAS 75057
Attn: JOE MURRAY
Field Mix Data
Sample Date: 03 / 12 / 97 Time: 12: 30P Material: {concrete, grout, mortar} CONCRETE
Sampled by: J. [-[ARRIS Design Strength at 28 days 4000 psi
Placement Description: PARKING LOT Material Supplier: PIONEER
Delivery Ticket No: 323332 Truck No.: 648
Mix I.D. No.: 9355
Sample Location: WEST SIDE OF BUILDING Coarse aggregate size:
Admixtures:
Batch size (cu.yd.): ].0 Cu.Yd placed: 100
Placement Method: PUMP Water added on site, gal.: 10
{direct discharge, crane and bucket, pump) Batch time: 12: 00 Time in mixer, min.: 30
{the preceeding information obtained from delivery ticket)
Field Test Data
Test Result Specification
5.25
Air Content, % 3.5
Concrete Temperature, o F 68
Ambient Temperature, o F 46
Plastic Unit Weight, pcf
Laboratory Test Data (ASTM C 39)
Nominal Specimen Size 6X 12 Date submitted to laboratory 03 / 13 / 97
Specimen No. A B C D
Specimen Size, inches 6 6 6 6
Cross-Section Area, sq. inches 28.27 28 o 27
As Received Specimen Vt., lbs. 28.8 28.8
Tested By HARRIS HARRIS
Date Tested 93/19/97 03/19/97 04/09/97 04/09/97
Age at Test, days 7 7 28 28
Fracture Type u u
Min. Compressive Stren ;th, psi 4000 4000 4000 4000
Total Load, lbs. 97260 102920
Compressive Streng t, psi 3440 3640
Notes:
Comments: [] Field mix end field teat data prevldm:l by others
[] Field te~t data by Terracon In substantial accordance
with sampling ASTM C 172, C~ting Specimens C 31,
Distribution: ~.p c t.3, ,~, co.,ont c 173. c 231, T.~,.rat~.
C 1064, Unit Weight C 138.
Reviewed by: E.J.CLEVELaND
a b o d · f u
Fracture Types