Fellowship-LR 990511 (2)CONCRETE COMPREoSIVE STRENGTH TES_
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/09/1999 Report No.: 9910152 Report Date
05/11/1999
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 DATE: 04/09/1999 BATCII TIME: 8:35am
PLANT: On-site TIME SAMPLED: 8:40am BY: Greg Dimock
SPECIIqCATION REQUIREMENTS WEATIlER CONDITIONS: Partly cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE {F)- AIR 64 F CONCRETE: 68 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 3.75 UNIT WEIGIIT (pct'): N/A
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
Paving- middle fire lane from cast to west, island curbs at strips 32, 12, 13, 33, 16, 36, 18,
ASTM C-172 37, in addition to fire lanes and curbs they are
ASTM C-39
SAMPLE LOCATION: 100' E of W form in middle fire lan
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 3.00 04/12/1999 3 68610 2430
1 2 3.00 04/16/1999 7 88530 3130
1 3 3.00 04/16/1999 7 92440 3270
Average 3200
I 4 3.00 05/07/1999 28 108760 3850
I 5 3.00 05/07/1999 28 108930 3850
Average 3850
Placement location: pouring a section of paving in between strip 11 and 30 to the
west of east fire lane
This report is exclusively for the usc of the client indicated above and shall not be reproduced excepl in full without thc written approval of HBC Engineering, Inc.
OIl. L Page I of 4
Report No.: 9910152
Note: Sampled at truck.
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full wilhout the wrilten approval of HBC Engineering, lnc,
01LL Page 2 of 4
CONCRETE COMPRL, SIVE STRENGTH TE£
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/09/1999 Report No.: 9910152 Report Date
05/11/1999
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 Coppeli, 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 DATE: 04/09/1999 BATCIt TIME: 9:10am
PLANT: On-site TIME SAMPLED: 9: 15am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Partly cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (g) - AIR 67 F CONCRETE: 70 F
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.25 UNIT WEIGHT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 210/E of W form in middle fire lan
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 3.00 04/12/1999 3 67250 2380
2 2 3.00 04/16/1999 7 94410 3340
2 3 3.00 04/16/1999 7 92720 3280
Average 3310
2 4 3.00 05/07/1999 28 108970 3850
2 5 3.00 05/07/1999 28 116140 4110
Average 3980
This report is exclusively for thc usc of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
Page 3 of 4
CONCRETE COMPRE. SIVE STRENGTH TLS.
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/09/1999 Report No.: 9910152 Report Date
05/11/1999
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 DATE: 04/09/1999 BATCHTIME: l:55pm
PLANT: On-site TIME SAMPLED: 2:00pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONmTIONS: Partly cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 85 F CONCRETE: 84 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcB: 147.3
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Se page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 4.00 04/12/1999 3 68690 2430
3 2 4.00 04/16/1999 7 85540 3020
3 3 4.00 04/16/1999 7 87910 3110
Average 3070
3 4 4.00 05/07/1999 28 110500 39 I0
3 5 4.00 05/07/1999 28 110540 3910
Average 3910
Sampled at truck.
Sample location: 30' W of E fire lane joint & 6' N of paving strip 11
Technician: Greg Dimock Started: 6:(X)am Finished: 3:30pm ~ Engine'6.
Report Distribution:
( 1 ) Julian I'. Barry General Contractors
(1) Urban Architecture Eugene Harbour
( 1 ) City of Grapevine Vice President
(1) City of Coppell
This report is exclusively for thc usc of the client indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
011.1~ Page 4 o1'4