Papa John's-LR 970225Terracon Compressive L" ren, h Test Report
Consultants. Inc.
12S01 STEMMONS FREEWAY, #907
DALLAS, TEXAS 75234-6847 Terracon Project No. 17971015
1214)-243-8838 Report No.
Client ACT COMMERCIAL CONSTRUCTION Project PAPA JOHN'S RESTAURANT
697 METRO PARK BOULEVARD COPPELLr TEXAS
SUITE 25
LEWISVILLEr TEXAS 75057
Attn: JOE MURRAY
Field Mix Data
Sample Date: 02 / 25 / 97 Time: .1.1: 30A Material: Iconcrete. grout, mortarl CONCRETE
Sampled by: C. QUINLIVAN Design Strength at 28 days 3000 psi
Placement Description: FLOOR SLAB Material Supplier: PIONEER
Delivery Ticket No: 322824 Truck No.: 653
Mix I.D. No.: 8331
Sample Location: W~$T END CENTER Coarse aggregate size:
Admixtures:
Batch size (cu.yd.): 10 Cu.Yd placed: 30
Placement Method: PUMD Water added on site, gal.: 0
(direct discharge, crane and bucket, pump) Batch time: 10: 30 Time In mixer, min.: 60
Field Test Data ,th. p ..... ding in, .... tion obtained from delivery ticket)
Test Result Specification
Slump, in. 4.25
Air Content, %
Concrete Temperature. OF 57
Ambient Temperature, °F 41
Plastic Unit Weight, pcf
Laboratory Test Data (ASTM C 39)
6x 12 Date submitted to laboratory 02 / 26 / 97
Nominal Specimen Size .... -
Specimen No. A B C D
Specimen Size, inches 6 6 6 6
Cross-Section Area, sq. inches 28.27 28.27 28 · 27 28.27
As Received Specimen Vt., lbs. 28.5 28.5 28.5 28.5
Tested By HARRIS HARRIS HARRIS HARRIS
Date Tested D3/04/97 03/04/97 03/25/97 03/25/97
Age at Test, days 7 7 2 8 2 8
Fracture Type u u U
Min. Compressive Stren ;Ith, psi 3000 3000 3000 3000
Total Load, lbs. 78480 78820 118120 119300
Compressive Strength, psi 2780 2790 4180 4220
Notes:
Comments: [] Field mix and field test data provided by oth.r~
~ Field test data by Terracon in substantial accm'danca
with aampllng ASTM C 172, C~ting Spectmer~ C 31,
Distribution: Slump C 143. Air Content C 173 or C 231. Temperature
C 1064, Unit Weight C 138.
Reviewed by: E.J.CL"VELRND
a b e d · f u
Fracture Types