Fellowship-LR 990406 (2) ONCRETE COMPREo$IVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/06/1999
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: 03/25/1999 BATCH TreE: N/A
PLANT: On site TIME SAMPLED: 8:00am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATIfER CONDITIONS: Fair
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 54 F CONCRETE: 60 F
SLUMP: 1-3" TRUCK NO: Load6 TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 1.8 UNIT WEIGHT (pcf): 151.2
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Lane 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 90' E from W header
REPORT OF TESTS ACCUMULATIVE YARDS: 48
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 2.75 03/29/1999 4 84120 2970
1 2 2.75 04/01 / 1999 7 86150 3050
1 3 2.75 04/01/1999 7 88480 3130
Average 3090
1 4 2.75 04/22/1999 28
1 5 2.75 04/22/1999 28
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.
01TM Page 1 of 9
CONCRETE COMPRE 3IVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/06/1999
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: 03/25/1999 BATCII TIME: N/A
PLANT: On site TIME SAMPLED: 9:30am BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Fair
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 56 e CONCRETE: 60 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
Am: 4-6% AIR CONTENT (%): 5.1 UNIT WEIGHT (pcf): 147.8
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Lane 2
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 75' W from E header
REPORT OF TESTS ACCUMULATIVE YARDS: 160
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 3.00 03/29/1999 4 61240 2170
2 2 3.00 04/01/1999 7 88480 3130
2 3 3.00 04/01 / 1999 7 82780 2930
Average 3030
2 4 3.00 04/22/1999 28
2 5 3.00 04/22/1999 28
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.
01TM Page 2 of 9
CONCRETE COMPREo$IVE STRENGTH TES.
ENGINFf_RR~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/06/1999
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: 03/25/1999 BATCH TIME: N/A
PLANT: On site TIME SAMPLED: 1 l:00am DY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 65 F CONCRETE: 65 F
SLUMP: 1-3" TRUCK NO: Load35 TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.2 UNIT WEIGHT (pcf): 146.5
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Lane 3
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 80' W from E header
REPORT OF TESTS ACCUMULATIVE YARDS: 280
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTh FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 3.00 03/29/1999 4 67410 2380
3 2 3.00 04/01/1999 7 82780 2930
3 3 3.00 04/0 i/! 999 7 78300 2770
Average 2850
3 4 3.00 04/22/1999 28
3 5 3.00 04/22/1999 28
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.
01TM Page 3 of 9
CONCRETE COMPRE_SIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/06/1999
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: 03/25/1999 BATCH TIME: N/A
PLANT: On site TIME SAMPLED: 12:00pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 67 F CONCRETE: 66 V
SLUMP: 1-3" TRUCK NO: Load50 TICKET NO:
AIR: 4-6% AIR CONTENT (%): 5.3 UNIT WEIGHT (pcf): 145.3
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Lane 4
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 10ft E from W header
REPORT OF TESTS ACCUMULATIVE YARDS: 400
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 3.00 03/29/1999 4 59940 2120
4 2 3.00 04/01/1999 7 78450 2770
4 3 3.00 04/01/1999 7 80160 2830
Average 2800
4 4 3.00 04/22/1999 28
4 5 3.00 04/22/1999 28
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.
01TM Page 4 of 9
CONCRETE COMPRE '$IVE STRENGTH TES.
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/06/1999
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 Coppell, Texas
Dallas TX 75235
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: 03/25/1999 }~ATCH TIME: N/A
PLANT: On site TIME SAMPLED: l:00pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)-AIR 67 V CONCRETE: 67 F
SLUMP: 1-3" TRUCK NO: Loan64 TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.4 UNIT WEIGHT (pcf): 146.0
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Lane 5
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 100' E from W header
REPORT OF TESTS ACCUMULATIVE YARDS: 510
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 2.50 03/29/1999 4 66580 2350
5 2 2.50 04/01/1999 7 83690 2960
5 3 2.50 04/01/1999 7 87100 3080
Average 3020
5 4 2.50 04/22/1999 28
5 5 2.50 04/22/1999 28
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.
01TM Page 5 of 9
CONCRETE COMPRE. $IVE STRENGTH TLS.
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/06/1999
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: 03/25/1999 BATCH TIME: N/A
PLANT: On site TIME SAMPLED: 2:00pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 70 F CONCRETE: 68 r
SLUMP: 1-Y' TRUCK NO: Load78 TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 3.9 UNIT WEIGHT (pcf): 149.2
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Lane 6
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 60' W from E Header
REPORT OF TESTS ACCUMULATIVE YARDS: 624
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
6 1 2.25 03/29/1999 4 76360 2700
6 2 2.25 04/01/1999 7 94780 3350
6 3 2.25 04/01/1999 7 90180 3190
Average 3270
6 4 2.25 04/22/1999 28
6 5 2.25 04/22/1999 28
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.
01TM Page 6 of 9
CONCRETE COMPRE $IVE STRENGTH TES.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/06/1999
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: 03/25/1999 BATCH TreE: N/A
PLA~rr: On site TIME SAMPLED: 3:20pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 68 F CONCRETE: 68 F
SLUMP: 1-3" TRUCK NO: Loan92 TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.6 UNIT WEIGHT (pcf): 143
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Lane 8
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 45' E from W Header
REPORT OF TESTS ACCUMULATIVE YARDS: 736
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
7 1 2.50 03/29/1999 4 75140 2660
7 2 2.50 04/01/1999 7 85650 3030
7 3 2.50 04/01/1999 7 96680 3420
Average 3230
7 4 2.50 04/22/1999 28
7 5 2.50 04/22/1999 28
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.
01TM Page 7 of 9
CONCRETE COMPRE . 3IVE STRENGTH TES
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texan 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/06/1999
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: 03/25/1999 BATCH TIME: N/A
PLANT: On site TIME SAMPLED: 4:40pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (V)- AIR 68 V CONCRETE: 67 V
SLUMP: 1-3" TRUCK NO: 107 TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.7 UNIT WEIGHT (pcf): 146
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Lane 7
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 35' W from E Header
REPORT OF TESTS ACCUMULATIVE YAm)S: 856
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
8 I 2.25 03/29/1999 4 92070 3260
8 2 2.25 04/01/1999 7 109610 3880
8 3 2.25 04/01/1999 7 98660 3490
Average 3690
8 4 2.25 04/22/1999 28
8 5 2.25 04/22/1999 28
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.
O1TM Page 8 of 9
CONCRETE COMPRE $IVE STRENGTH TES _
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/06/1999
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: 03/25/1999 hATCH TrME: N/A
PLANT: On site T1ME SAMPLED: 5:30pm nY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (V)- AIR 67 F CONCRETE: 67 V
SLUMP: 1-3" TRUCKNO: 123 TICKET NO: N/A
AIR: 4-6% AIR CONamNT (%): 4.9 UNIT WEIGHT (pcl): 146.2
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Lane 10
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 30' E from W Header
REPORT OF TESTS ACCUMULATIVE YARDS: 984
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
9 1 2.75 03/29/1999 4 57040 2020
9 2 2.75 04/01/1999 7 97450 3450
9 3 2.75 04/01/1999 7 87910 3110
Average 3280
9 4 2.75 04/22/1999 28
9 5 2.75 04/22/1999 28
Technician: Mike Odom Started: 6:00am Finished: 6:30pm ~ Engi~.
Report Distribution:
(1) Julian P. Barry General Contractors -
(1) Urban Architecture Eugene Harbour
(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.
01TM Page 9 of 9