Fellowship-LR 990429 (2)'CONCRETE ¢OMPRf ,SIVE STRENGTH
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/31/1999 Report No.: 9909241 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: L.H. Lacy PLACEMENT DATE: 03/31/!999 BATCH 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)- AIR 62 F CONCRETE: 63 F
SLUMP: 1-3" TRUCK NO: N/A TICKETNO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5% UNIT WEIaHT(pcf~: 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 form 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
I 3 3.00 04/07/1999 7 93740 3310
Average 3360
1 4 3.00 04/28/1999 28 123100 4350
1 5 3.00 04/28/1999 28 119290 4220
Average 4290
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.
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CONCRETE COMPRLoSIVE STRENGTH TES
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/31/1999 Report No.: 9909241 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: L.H. Lacy PLACEMENT DATE: 03/31/1999 BATCH TIME: 8:45 am
PLANT: On Site TIME SAMPLED: 8:50am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (g)- AIR 62 F CONCRETE: 64 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5% UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Same as Page l
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 AGE 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 115320 4080
2 5 3.50 04/28/1999 28 118670 4200
Average 4140
Sample Location: 20' West of East form and 15' south of north, joint in strip
#31
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 HDC Engineering, Inc.
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Report No.: 990924
Sample in 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.
(IICR Page 3 of 6
CONCRETE COMPRLoSIVE STRENGTH TES.
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/31/1999 Report No.: 9909241 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: L.H. Lacy PLACEMENT DATE: 03/31/1999 BATCH TIME: 2:35pm
~'LANT: On Site TIME SAMPLED: 2:40pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (V)- AIR 57 V CONCRETE: 67 V
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.25 UNIT WEIGHT (pet): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Same 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 AGE LOAD STRENGTH 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 109530 3870
3 5 3.00 04/28/1999 28 114700 4060
Average 3970
Sample Location: 10' Nest o~ east form and 15' sou~h 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, [nc.
01(?R Page 4 of 6
· Report No.: 9909241 '"' ~ H~
Sampled at Truck
This reporl 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 5 of 6
CONCRETE COMPREoSIVE STRENGTH TES ,:
ENGIN~EERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/31/1999 Report No.: 9909241 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: L.H. Lacy PLACEMENT DATE: 03/31/1999 BATCH TIME: 3:10pm
PLANT: On Site TIME SAMPLED: 3:15pm aY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONOrrIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 59 F CONCRETE: 68 F
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): 148.1
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Same as Page l
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 496
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 4.00 04/03/! 999 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 98090 3470
4 5 4.00 04/28/1999 28 97910 3460
Average 3470
Technician: Greg Dimock Started: 6:00am Finished: 4:30pm ~ E~
Report Distribution:
(1) Julian P. Barry General Contractors
(1) Urban Architecture mug,emx rtamour
(1) City of 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 of HBC Engineering, Inc.
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