Fellowship-LR 990416CONCRETE COMPREo$IVE STRENGTH TES
~ ENGINEF_RII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/08/1999 Report No.: 9909987 Report Date
04/16/1999
Client No.: 47677000 Project No.: 94991026
Client: Julian P. Barry General Contractors Project: Fellowship of Las Colinas
Attn: Harold Luedke Phase III - Expansion
6616 Forest Park Road
Dallas TX 75235 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Julian P. Barry CONCRETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DATE: 04/08/1999 BATCItTIME: 7:40am
PLANT: On-site TIME SAMPLED: 7:47am aY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (g)- AIR 68 F CONCRETE: 71 V
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% Am CONTENT (%): 3.75 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Paving- Fire lane
ASTM C-172
ASTM C-39 (See attached sketch)
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 3.00 04/11/1999 3 77120 2730
I 2 3.00 04/15/1999 7 77750 2750
I 3 3.00 04/15/1999 7 81410 2880
Average 2820
I 4 3.00 05/06/1999 28
I 5 3.00 05/06/!999 28
Sample location: 75' South of north form in west fire lane
Ail sets were sampled at truck.
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without lhe written approval of HBC Engineering, Inc.
01 I,I, Page 1 of 6
CONCRETE COMPRE,_,$IVE STRENGTH TES.
ENGINEF_RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/08/1999 Report No.: 9909987 Report Date
04/16/1999
Client No.: 47677000 Project No.: 94991026
Client: Julian P. Barry General Contractors Project: Fellowship of Las Colinas
Attn: Harold Luedke Phase II1 - 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: 04/08/1999 BATCH TIME: 9:50am
PLANT: On-site TIME SAMPLED: 9:54am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 68 F CONCRETE: N/A v
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 3.00 04/11/1999 3 83710 2960
2 2 3.00 04/15/1999 7 86910 3070
2 3 3.00 04/15/1999 7 90350 3190
Average 3130
2 4 3.00 05/06/1999 28
2 5 3.00 05/06/1999 28
Sample location: 40' South of north form in south section of west fire lane
This report is exclusively for the use of thc client indicated above and shall not bc reproduced except in I'ull without thc written approval of H IgC Engineering, Inc.
IIILL Page 2 of 6
CONCRETE COMPRE ,$IVE STRENGTH TES .
- ENGINF. ERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/08/1999 Report No.: 9909987 Report Date
04/16/1999
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: 04/08/1999 BATCH TIME: 10:30am
PLANT: On-site TIME SAMPLED: 10:36am DY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATttER CONDITIONS: Partly cloudy
STRENGTIt: 3000 psi @ 28 Days TEMPERATURE (v)- AIR 69 V CONCRETE: 72 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:
See page l
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 3.00 04/11/1999 3 65460 2310
3 2 3.00 04/15/1999 7 79660 2820
3 3 3.00 04/15/1999 7 82970 2930
Average 2880
3 4 3.00 05/06/1999 28
3 5 3.00 05/06/1999 28
Sample location: 100' South of north form in south section of west fire lane
This report is exclusively for the use of the client iudicatcd above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
011.L Page 3 of 6
CONCRETE COMPRL SIVE STRENGTH TES
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/08/1999 Report No.: 9909987 Report Date
04/16/1999
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 I)ATE: 04/08/1999 BATCH TIME: 11:09am
PLANT: On-site TIME SAMPLED: 1 1:14am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 69 F CONCRETE: 72 g
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcO: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 3.00 04/11/1999 3 60430 2140
4 2 3.00 04/15/1999 7 81110 2870
4 3 3.00 04/15/1999 7 83670 2960
Average 2920
4 4 3.00 05/06/1999 28
4 5 3.00 05/06/1999 28
Sample location: 50' East of west form in south fire lane
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.
0ILl. Page 4 of 6
CONCRETE COMPRE ,SIVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/08/1999 Report No.: 9909987 Report Date
04/16/1999
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: 04/08/1999 BATCIt TIME: N/A
PLA~rr: On-site TIME SAMPLED: N/A BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CO~ITIONS: Partly cloudy
STRENaTm 3000 psi @ 28 Days TEMPERATURE (F)- AIR 70 F CONCRETE: 73 F
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.25 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
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 I 3.00 04/11 / 1999 3 76240 2700
5 2 3.00 04/15/1999 7 87420 3090
5 3 3.00 04/15/1999 7 89610 3170
Average 3130
5 4 3.00 05/06/1999 28
5 5 3.00 05/06/1999 28
Sample location: 150' East of west form in south fire lane
This report is exclusively for the use of thc client indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering. Inc.
OI I,I, Page 5 of 6
· CONCRETE COMPRL3SIVE STRENGTH TEL .'
~ ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/08/1999 Report No.: 9909987 Report Date
04/16/1999
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: 04/08/1999 BATCHTIME: 12:15pm
PLANT: On-site TIME SAMPLED: 12:20pm nY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 70 F CONCRETE: 73 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 14.5 UNIT WEIGHT (pcf): 147.3
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See be]ow
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH 'FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
6 1 3.00 04/11/1999 3 74560 2640
6 2 3.00 04/15/1999 7 83640 2960
6 3 3.00 04/15/1999 7 87900 3110
Average 3040
6 4 3.00 05/06/1999 28
6 5 3.00 05/06/1999 28
Sample location: 250' East of west form in south fire lane
Technician: Oreg Dimock Started: 6:00am Finished: 5:30pm m~ Eneinee~J~'
Report Distribution:
(I) Julian P. Barry General Contractors
( I ) Urhan Architecture Eugene Harbour
(I) City of Grapevine Vice President
( I ) City of Coppcll
This report is exclusively for the use of the client indicated above and shall not bc reproduced except m Ihll without the written approval of HBC Engineering, Inc.
01LL Page 6 of 6