Fellowship-LR 990518 (2)CONCRETE COMPRL_,SIVE STRENGTH TE&
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/16/1999 Report No.: 9910828 Report Date
05/18/1999
Client No.: 47677000 Project No.: 94991026
Client: Julian P. Barry General Contractors Project: Fellowship of Las Colinas
Attn: Harold Luedke Phase III - Expansion
6616 Forest Park Road
Dallas TX 75235 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
('()NTRACTOR: Julian P. Barry CONCRETE CLASS: 5 1/2 Sack
('ON('RETE SUPI'IAER: Custom Crete I'LACEMENT t)ATE: 04/16/1999 BATCI! TIME: 4:25pm
m..x.x'r: Batch Truck TmESAMPLEI): 4:30pm BY: Greg Dimock
SIq';('II:I('ATION REQUIREMENTS WEATIIER CONI)ITIONS: Clear
STRENGTII: 3000 psi (3 28 Days TEMPERATURE (Fl- AIR 65 F CONCRETE: 66 F
Sl.VMP: 5.0" Max T~tUCK NO: 431 TICKET NO: 169569
AIR: N/A AIR CONTENT (ok): N/A UNYI' WEIGIIT (pcf): N/A
'l'l.:S'l' ME'I'H(}I>: ASTM C- 143 I'I~ACEMENT LOCATION:
Inlets al strip #49 & milddlc fi~c lane, cast end of strip 2(.}
ASTM C- 172
ASTM C-39
SAMPLE IA)CATION: Sec below
REPORT OF TESTS ACCUMULATIVE YARDS: 8
('YLINI)ER MEASURED MAXIMUM COMPRESSIVE
MARKEI) SLUMP DATE AGE LOAD STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 5.00 04/23/1999 7 100500 3550
I 2 5.00 04/23/1999 7 97810 3460
Average 3510
I 3 5.00 05/14/1999 28 162350 5740
I 4 5.00 05/14/1999 28 158950 5620
Average 5680
Sample location: First lift of inlet at strip #49.
Technician time: See Report #9910793
Sampled at truck.
Technician: Oreg Dimock Started: Finished: ~ (~ ~
Report l)istribution: gin , Inc.
( I I Julian P. Barry General Contractors Eu e e'Harbour
(l~tlrbanArchitccturc J~/..~ EI~
(11 ('it3' of Grapevine President
( 1 ) (7it}, of Coppell
This rcporl is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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