Fellowship-LR 990413 (2)CONCRETE COMPRi'- SIVE STRENGTH TEl'"' I-'BC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/31/1999 Report No.: 990924 i Report Date
04/I 3/I 999
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: L.H. Lacy PLACEMENT DATE: 03/31/1999 BATC. TIME: 7:40am
PLANT: On Site TIME SAMPLED: 7:45am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, light drizzel
STRENGTH: 3000 psi @ 28 Days TEMPERATURE(F)-A~R 62 F CONCRETE: 63 g
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5% UNIT WEIGItT (pcO: 148,5
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Paving Strips #31, #32, #39 and #40
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 25' E of W lbrm in strip #32
REPORT OF TESTS ACCUMULATIVE YARDS: 104
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. {inches) TESTED (days) (lbs. force) {psi} TYPE
I I 3.00 04/03/1999 3 67850 2400
1 2 3.00 04/07/1999 7 96370 3410
1 3 3.00 04/07/1999 7 93740 3310
Average 3360
1 4 3.00 04/28/1999 28
1 $ 3.00 04/28/1999 28
Sampled at Truck
This report is exclusively lbr the use of the client indicated above and shall not be reproduccd except in full without the written approval of ItBC Engineering, Inc.
01CR Page I of 6
,CONCRETE COMPRi SIVE STRENGTH TEl
ENGINFf_RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/31/1999 Report No.: 9909241 Report Date
04/13/1999
Client No.: 47677000 Project No.: 94991026
Client: Julian P. Barry General Contractors Project: Fellowship of Las Colinas
Attn: Harold Luedke Phase Ili - 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: L.H. Lacy PI,ACEMEN/DATE: 03/31/1999 BATCIITIME: 8:45 am
PLANT: On Site TIME SAMPLED: 8:50am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATltER CONDITIONS: Cloudy, overcast
STRENGTH: 3000 psi ~ 28 Days TEMPERATURE {F} - AIR 62 F CONCRETE: 64 F
SLUMP: 1-3" TRUCK NO: N/A TICKEI NO: N/A
AiR: 4-6% AIR CONTENT (%): 4.5% UNIT WEIGItT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
~qame as Page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 196
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AG E LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 3.50 04/03/1999 3 68130 2410
2 2 3.50 04/07/1999 7 94950 3360
2 3 3.50 04/07/1999 7 86980 3080
Average 3220
2 4 3.50 04/28/1999 28
2 5 3.50 04/28/1999 28
Sample Location: 20' West of East form and 15' south of north, joint in strip
~3~
Tiffs report is exclusively for tbe use of the client iudicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01CR Page 2 of 6
· Report No.: 9909241 ~ "" I'"BC
Sample in Truck
This report is exclusively for the use o1' the client indicated above aod shall not be reproduced except in lull without the written approval of HBC Eogineering, Inc.
01CR Page 3 of 6
-CONCRETE COMPRL, ,SIVE STRENGTH TEk '
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 03/31/1999 Report No.: 9909241
04/13/1999
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 salnples 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: L.H. Lacy I'LACEMENT DATE: 03/31/1999 BATClt TIME: 2:35pm
PLANT: O11 Site TIME SAMPLED: 2:40pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Cloudy, overcast
STRENGTH: 3000 psi ~ 28 Days TEMPERATURE (V)- AIR 57 F CONCRETE: 67 F
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% :TlR CONTENT (%): 4.25 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Y, ame as Page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 384
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AG E LOAD STRENGTI! FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 3.00 04/03/1999 3 73150 2590
3 2 3.00 04/07/1999 7 76640 2710
3 3 3.00 04/07/1999 7 81380 2880
Average 2800
3 4 3.00 04/28/1999 28
3 5 3.00 04/28/1999 28
Sample Location: 10' West of east ~orm an~ 15' south of north form in
strip ~39
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.
01CR Page 4 of 6
Report No.: 9909241 ~ H~
Sampled at Truck
Tiffs report is exclusively lbr tbe use of the clieut iudicated above and shall not be reproduced except in full without tile written approval of ItBC Engineering, Inc.
01CR Page $ of 6
CONCRETE COMPRI JSIVE STRENGTH TEl
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/31/1999 Report No.: 990924i Report Date
04/13/1999
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 fi'esh 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: L.H. Lacy PLACEMENT DATE: 03/31/1999 BATCH TIME: 3:10pm
PLANT: On Site TIME SAMPLED: 3:15pm BY: GregDimock
SPECIFICATION REQUIREMENTS WEATHER CONmTIONS: Partly cloudy
STRENaTm 3000 psi ~ 28 Days TEMPERATURE (F)-AIR 59 F CONCRETE: 68 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% ^IR CONTENT (%): 4.5 UNIT WEIGHT (pcf): 148.1
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
5;amp as Page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 496
CYLINDER MEASURED MAXIblUM COMPRESSIVE
MARKED SLUMP DATE AG E LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 4.00 04/03/1999 3 68450 2420
4 2 4.00 04/07/1999 7 78750 2780
4 3 4.00 04/07/1999 7 89240 3160
Average 2970
4 4 4.00 04/28/1999 28
4 5 4.00 04/28/1999 28
Technician: Greg Dimock Started: 6:00am Finished: 4:30pin
Report Distribution:
(1) Julian P. Barry Geueral Contractors
( 1 ) Urban Architecture Eugene.~rb-o u r
(1) City o£Grapevine Vice President
(1) 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 ofltBC Engineering, Inc.
01CR Page 6 of 6