Fellowship-LR 990427CONCRETE COMPRL ,SIVE STRENGTH TEE f'
ENGINEERING, INC.
8901 Carpenter Frwy., Suite//100
Dallas, Texas 75247
Date of Service: 03/29/1999 Report No.: 9908951 Report Date
04/27/1999
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: 03/29/1999 BATCHTIME: l:25pm
VLANT: On-site TIME SAMPLED: 1:30pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast, drizzle
STRENGTh: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 50 F CONCRETE: 62 F
SLUMP: 1-3" TRUCK NO: dumptr TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): Mtr malfun UNIT WEIGHT (pcf): 148.9
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Paving, parking lot strips #20, #21, #23, #22, #24, #25
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 96
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 3.00 04/01/1999 3 73650 2600
1 2 3.00 04/05/1999 7 108650 3840
1 3 3.00 04/26/1999 28 141400 5000
1 4 3.00 04/26/1999 28 153860 5440
Average 5220
Sample Location: 15' east of west form and 15' south of north form in paving
strip #21.
Sampled at Eruck.
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 H BC Engineering, Inc.
01TM Page I of 5
,CONCRETE COMPRL, SIVE STRENGTH TES _
ENGINEERING, 1NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/29/1999 Report No.: 9908951 Report Date
04/27/1999
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: 03/29/1999 BATCH TIME: 2:25pm
PLANT: On-site T1MESAMPLED: 2:32pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast, drizzle
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 54 F CONCRETE: 65 F
SLUMP: 1-3" TRUCK NO: dumptr TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): no meter UNIT WEIGHT (pcf): 148.1
TEST METItOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 200
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 3.00 04/01/1999 3 69410 2450
2 2 3.00 04/05/1999 7 110250 3900
2 3 3.00 04/26/! 999 28 146430 5180
2 4 3.00 04/26/1999 28 143200 5060
Average 5120
Sample location: 30'west of east form and 15' south of north form in strip #22.
Sampled at truck.
This report is exclusively for the usc of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01TM Page 2 of 5
,CONCRETE COMPRL ,SIVE STRENGTH TEk
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 03/29/1999 Report No.: 9908951
04/27/1999
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: 03/29/1999 BATCH TIME: 3: 16pm
PLANT: On-site TIME SAMPLED: 3:21pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 55 F CONCRETE: 64 V
SLUMP: 1-3" TRUCK NO: dumptr TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): FIO meter UNIT WEIGHT (pcf): 147.3
TEST METHOD: ASTM Co 143 PLACEMENT LOCATION:
See page l
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 312
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 3.00 04/01/1999 3 67420 2380
3 2 3.00 04/05/1999 7 112090 3960
3 3 3.00 04/26/1999 28 141900 5020
3 4 3.00 04/26/1999 28 147100 5200
Average 5110
Sample location: 40' west of east form and 15' south of north form in strip #23.
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.
OITM Page 3 of 5
· CONCRETE COMPRLASIVE STRENGTH TEk 2
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/29/1999 Report No.: 9908951 Report Date
04/27/1999
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: 03/29/1999 BATCH TIME: 3:45pm
PLANT: On-site TIME SAMPLED: 3:51pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 56 F CONCRETE: 64 F
SLUMP: 1-3" TRUCK NO: dumptr TICKETNO: N/A
AIR: 4-6% AIR CONTENT (%): no meter UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location.
REPORT OF TESTS ACCUMULATIVE YARDS: 416
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LoAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 3.00 04/01/1999 3 71320 2520
4 2 3.00 04/05/1999 7 102370 3620
4 3 3.00 04/26/1999 28 153340 5420
4 4 3.00 04/26/1999 28 145110 5130
Average 5280
Sample location: 40' west of east form and 15' south of north form in strip #24.
Sampled at truck
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
0ITM Page 4 of 5
,CONCRETE COMPRLoSIVE STRENGTH TEK_
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/29/1999 Report No.: 9908951 Report Date
04/27/1999
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: 03/29/1999 BATCH TrME: 5:05pm
elAm': On-site TIME SAMPLED: 5:10pm BY: Greg Dimock
SeECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 55 F CONCRETE: 70 F
SLUMP: 1-3" TRUCK NO: dumptr TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): no meter UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location.
REPORT OF TESTS ACCUMULATIVE YAm~S: 536
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 3.50 04/01/1999 3 75790 2680
5 2 3.50 04/05/1999 7 98090 3470
5 3 3.50 04/26/1999 28 155600 5500
5 4 3.50 04/26/1999 28 154370 5460
Average 5480
Sample location: 25' west of east form and 15' south of north form in strip #25.
Sampled at truck.
Technician: Greg Dimock Started: 6:00am Finished: 6:00pm ~ Engine~~nc.
Report Distribution:
(1) Julian P. Barry General Contractors
( 1 ) Urban Architecture Eugene~larbour
( 1 ) City of Grapevine Vice President
( I ) 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 5 of 5