Fellowship-LR 990426 (4)CONCRETE COMPREoSIVE STRENGTH TES.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/26/1999
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: 8:00am aY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- Am 54 F CONCRETE: 60 F
SLUMP: i-3" TRUCK NO: Load6 TICKETNO: N/A
AIR: 4-6% AIR CONTENT (%): 1.8 UNIT WEIGHT (pti'): 15 1.2
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
I 4 2.75 04/22/1999 28 153550 5430
1 5 2.75 04/22/1999 28 150670 5330
Average 5380
This report is exclusively for thc use of the client indicaled above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01TM Page I of 9
'CONCRETE COMPRLoSIVE STRENGTH TES.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/26/1999
CiientNo.: 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 SUPPLIEI~: L.H. Lacy PLACEMENT DATE: 03/25/1999 BATCH TrME: N/A
PLANT: On site TIME SAMPLED: 9:30am ~¥: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 56 F CONCRETE: 60 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 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 STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 3.00 03/29/1999 4 61240 2170
2 2 3.00 04/01/1999 7 88480 3130
2 3 3.00 04/01/! 999 7 82780 2930
Average 3030
2 4 3.00 04/22/1999 28 108230 3830
2 5 3.00 04/22/1999 28 113360 4010
Average 3920
This report is exclusively for the usc of the client indicalcd above and shall not bc reproduced except in full without thc written approval of HBC Engineering, Inc.
01TM Page 2 of 9
CONCRETE COMPRLoSIVE STRENGTH TES l
8901 Carpenter Frwy., Suite #100
Dalla% Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/26/1999
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 BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATItER 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 ACC UMULATIVEYARDS: 280
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 3.00 03/29/1999 4 67410 2380
3 2 3.00 04/01/1999 7 82780 2930
3 3 3.00 04/01/1999 7 78300 2770
Average 2850
3 4 3.00 04/22/1999 28 119870 4240
3 5 3.00 04/22/1999 28 I 13080 4000
Average 4120
This report is exclusively for the use of the client indicalcd above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01TM Page 3 of 9
CONCRETE COMPRLoSIVE STRENGTH TES
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/26/1999
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:
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 E
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: 100' 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 98950 3500
4 5 3.00 04/22/1999 28 104590 3700
Average 3600
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.
I)ITM Page 4 of 9
CONCRETE COMPRL SIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/26/1999
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
eLA~rr: On site TIME SAMPLED: l:00pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Fair
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (r)- AIR 67 E CONCRETE: 67 V
SLUMP: 1-3" TRUCK NO: Loan64 TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.4 UNIT W~IGUT (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. (htches) 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 119740 4230
5 5 2.50 04/22/1999 28 l 16180 4110
Average 4170
This report is exclusively for the use of the client indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
01TM Page 5 of 9
CONCRETE COMPRL._,SIVE STRENGTH TES.
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/26/1999
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 TrME: N/A
PLANT: On site TIME SAMPLED: 2:00pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGT}{: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 70 F CONCRETE: 68 F
SLUMP: 1-3" 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 [ 19010 4210
6 5 2.25 04/22/1999 28 [ 21840 4310
Average 4260
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
t! I TM Page 6 of 9
CONCRETE COMPREoSIVE STRENGTH TES.
ENGINFY_.RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/26/1999
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: 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 METHOD: 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 STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
7 I 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 128060 4530
7 5 2.50 04/22/1999 28 123530 4370
Average 4450
This report is exclusively for the use of the ellen! indicaled above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0 ITM Page 7 of 9
CONCRETE COMPREoSIVE STRENGTH TLS-
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dalla% Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/26/1999
Client No.: 47677000 Project No.: 94991026
Client: Julian P. Barry General Contractors Project: Fellowship of Las Colinas
Attn: Harold Luedke
6616 Forest Park Road Phase III - Expansion
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 SUPeLIER: L.H. Lacy PLACEMENT DATE: 03/25/1999 BATCH T~ME: N/A
PLANT: On site TIME SAMPLED: 4:40pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 68 F CONCRETE: 67 F
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 1 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 159880 5650
8 5 2.25 04/22/1999 28 164240 5810
Average 5730
This report is exclusively fi)r the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01TM Page 8 of 9
CONCRETE COMPREoSIVE STRENGTH TES.
ENGINEERI~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/25/1999 Report No.: 9908654 Report Date
04/26/1999
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 BATCHTIME: N/A
PLANT: On site TIME SAMPLED: 5:30pm BY: Mike Odom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Fair
STRENGTI{: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 67 E CONCRETE: 67 ~
SLUMP: 1-3" TRUCK NO: 123 TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.9 UNIT WEIGHT (pcf): 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 113180 4000
9 5 2.75 04/22/1999 28 109400 3870
Average 3940
Technician: Mike Odom Started: 6:00am Finished: 6:30pm ~ Enginoori~e~~'~
Report Distribution:
( 1 ) Julian P. Barry Gcncral Contractors
(1) Urban Architecture Eugene Harbour
(1) City of Grapevine Vice President
( 1 ) City of Coppell
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
OITM Page 9 of 9