Fellowship-LR 990429'CONCRETE COMPR- SSIVE STRENGTH TEa I'
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/21/1999 Report No.: 9911238 Report Date
04/29/1999
Client No.: 47677000 Project No.: 94991026
( Clieg~ulian P. Barry General Contractors Project: Fellowship of Las Colinas
~ ~A~tt.n: 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
CONTRACTOR: Julian P. Barry CONCm~TE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DATE: 04/21/1999 BATCH TrME: 11:15am
PLANT: On-Site TIME SAMPLED: I l:20am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Clear and windy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 73 F CONCRETE: 75 F
SLUMP: 1-3" TRUCKNO: N/A TICKETNO: N/A
AIR: 4-6% AIR CONTENT (%): 5.75 UNIT WEIGHT (pct): 147.3
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Paving- Fire lane southeast comer of strips 17, from strip 33 to 54, approach from strip 55
ASTM C-172 to north 54
ASTM C-39 (continued in comments)
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 3
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 5.00 04/24/1999 3 66260 2340
1 2 5.00 04/28/1999 7 87330 3090
1 3 5.00 04/28/1999 7 93990 3320
Average 3210
1 4 5.00 05/19/1999 28
I 5 5.00 05/19/1999 28
Placement location continued: Drive thru strip #48/37, east end/#18/36 east
end/#16/32 east end. Middle island in strip #48 and light pole piers, piers 1-16.
This report 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.
0ILl. Page 1 of 3
Report No.: 9911238
Sample location: Southeast corner fire lane, 10' north of south curb and 20' west
of east.
Note: Sampled at truck.
This report 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.
O1LI~ Page 2 of 3
· CONCRETE COMPR._,$SIVE STRENGTH TE , l'
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/21/1999 Report No.: 9911238 Report Date
04/29/1999
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
CONTRACTOR: Julian P. Barry CONCRETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DAT~: 04/21/1999 I}ATCH T~ME: 2:40pm
PLANT: On-Site TIME SAMPLED: 2:45pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 74 F CONCRETE: 80 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.5 UNIT WEIGHT (per): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
Sampled at truck.
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 3
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 4.50 04/24/1999 3 68500 2420
2 2 4.50 04/28/1999 7 91590 3240
2 3 4.50 04/28/1999 7 96570 3410
Average 3330
2 4 4.50 05/19/1999 28
2 5 4.50 05/19/1999 28
Sample location: 10' East of strip #54 east joint and 5' north of south curb in
southeast corner firelane
Technician: Greg Dimock Started: 7:00am Finished: 5:30pm I'"BC Enginee~~nc.
Report Distribution:
(1) Julian P. Barry General Contractors
( 1 ) Urban Architecture Eugene H-arbour
(1) City of Grapevine Vice President
(l) City of Coppell
This report 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.
011.L Page 3 of 3