Fellowship-LR 990426 (3)CONCRETE COMPREoSIVE STRENGTH TES
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/26/1999 Report No.: 9908817 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: 03/26/1999 BATCll TIME: 9:10am
PLANT: On-site batch plant 'rIME SAMPLED: 9:20am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 54 F CONCRETE: 56 F
SLUMP: 1-3" TRUCK NO: 92-7 TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.0 UNIT WEIGHT (pcf): 146.9
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Paving strips #9, #11, #12, #13, #14, #15, #16, #17, #18, #19
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 120
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MA RKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (h~ches) TESTED (days) (lbs. force) (psi) TYPE
I I 4.00 03/29/1999 3 52480 1860
I 2 4.00 04/02/1999 7 86830 3070
1 3 4.00 04/02/1999 7 85370 3020
Average 3050
1 4 4.00 04/23/1999 28 99460 3520
I 5 4.00 04/23/1999 28 97320 3440
Average 3480
Sample Location: 40' wes~ of east form and 15' south of north form on S~rip #12.
Sampled obtained from truck.
This report is exclusively for the use of the client indicated above and shall not be rcproduced except in full without the written approval of HBC Engineering, Inc.
01SS l'age I of 7
CONCRETE COMPREoSIVE STRENGTH TES.
ENGINEFAIlNG, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/26/1999 Report No.: 9908817 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: 03/26/1999 BATCII TIME: 10:20am
PLANT: On-site batch plant TIME SAMPLED: 10:25am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 53 F CONCRETE: 57 F
SLUMP: 1-3" TRUCK NO: 70-10 TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.00 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: 256
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 3.00 03/29/1999 3 82040 2900
2 2 3.00 04/02/1999 7 88450 3130
2 3 3.00 04/02/1999 7 98090 3470
Average 3300
2 4 3.00 04/23/1999 28 108190 3830
2 5 3.00 04/23/1999 28 127810 4520
Average 4180
Sample Location: 30' east of west end of Strip #9 and 15' south of north form.
Sampled obtained from truck.
This report is exclusively for thc use of the client indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
01SS Page 2 of 7
CONCRETE COMPRL 3SIVE STRENGTH TEgl
ENGINFf_RII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/26/1999 Report No.: 9908817 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: 03/26/1999 BATCH TIME: 1 l:00am
PLANT: On-site batch plant T1ME SAMPLED: I 1: 10am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 55 F CONCRETE: 59 F
SLUMP: 1-3" TRUCKNO: 87-14 TICKETNO: N/A
AIR: 4-6% AIR CONTENT (%): 5.25 UNIT WEIGHT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
See page I.
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 344
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 3.00 03/29/1999 3 62190 2200
3 2 3.00 04/02/1999 7 93870 3320
3 3 3.00 04/02/1999 7 98090 3470
Average 3400
3 4 3.00 04/23/1999 28 116600 4120
3 5 3.00 04/23/1999 28 101120 3580
Average 3850
Sample Location: 55' east of west form and 15' south of north form in Strip #14.
Sampled ebtained frem truck.
This report is exclusively fi>r the use of the client indicated above aud shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
II1SS l'agc 3 of 7
CONCRETE COMPRESSIVE STRENGTH TES_
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/26/1999 Report No.: 9908817 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: 03/26/1999 BATCIt TIME: 1 l:50am
PLANT: On-site batch plant TIME SAMPLED: 12:00pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTtt: 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 (%): 5.5 UNIT WEIGHT (pcf): 147.3
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: 424
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 3.50 03/29/1999 3 66970 2370
4 2 3.50 04/02/1999 7 88610 3130
4 3 3.50 04/02/1999 7 90470 3200
Average 3170
4 4 3.50 04/23/1999 28 113910 4030
4 5 3.50 04/23/1999 28 115130 4070
Average 4050
Sample Location: 15' west of east form and 15' south of north form in Strip #13.
Sampled obtained from truck.
This report is exclusively for tile use of tile client indicated abnve and shall not be reproduced except itl full without the written approval of HBC Engineering, Inc.
01SS Page 4 of 7
CONCRETE COMPRL ,SIVE STRENGTH TLS_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/26/1999 Report No.: 9908817 Report Date
04/26/1999
Client No.: 47677000 Project No.: 94991026
Client: Julian P. Barry General Contractors Project: Fellowship o£ Las Colinas
Attn: Harold Luedke Phase III - Expansion
6616 Forest Park Road
Dallas TX 75235 Coppell, Texas
Services: Obtain samples o£ flesh 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: 03/26/1999 BATC~I TIME: 2:20pm
PLANT: On-site batch plant TIME SAMPLED: 2:30pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 57 F CONCRETE: 64 F
SLUMP: 1-3" TRUCK NO: 92-7 TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.0 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: 528
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 3.00 03/29/1999 3 65740 2320
5 2 3.00 04/02/1999 7 89870 3180
5 3 3.00 04/02/! 999 7 91020 3220
Average 3200
5 4 3.00 04/23/1999 28 102670 3630
5 5 3.00 04/23/1999 28 119700 4230
Average 3930
Sample Location: 40' east of west form and 15' south of north form in Strip #16.
Sampled obtained from truck.
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the writlen approval of HBC Engineering, Inc.
I}ISS Page 5 of 7
CONCRETE COMPREoSIVE STRENGTH TES
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/26/1999 Report No.: 9908817 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
CONCRETESUPP[IER: L.H. Lacy PLACEMENT DATE: 03/26/1999 BATCHTIME: 3:20pm
PLANT: On-site batch plant TIME SAMPLED: 3:3 lpm ~¥: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STRENGTh: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 66 F CONCRETE: 72 F
SLUMP: 1-3" TRUCKNO: 87-14 TICKET NO: N/A
A~R: 4-6% AIR CONTENT (%): 5.5 UNIT WEIGHT (pcf): 147.7
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: 648
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
6 I 3.00 03/29/1999 3 71670 2530
6 2 3.00 04/02/1999 7 90280 3190
6 3 3.00 04/02/1999 7 93780 3320
Average 3260
6 4 3.00 04/23/1999 28 100410 3550
6 5 3.00 04/23/1999 28 110020 3890
Average 3720
Sample Location: 10' west of east form and 15' south of north form in Strip #19.
Sampled obtained from truck.
This reporl is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writtcu approval of HBC Engineering. Inc.
01SS Page 6 of 7
CONCRETE COMPRL3SIVE STRENGTH TE;_ £
ENGINEERII~, 1NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/26/1999 Report No.: 9908817 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 ~)ATE: 03/26/1999 BATCH TIME: 4:50pm
PLANT: On-site batch plant TIME SAMPLED: 5:00pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATItER CONmTIO~S: Clear
STRENGTm 3000 psi @ 28 Days TEMPERATURE (F)- AIR 69 F CONCRETE: 75 it
SLUMP: 1-3" TRUCK NO: 87-14 TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.0 UNIT WEIG~IT (pet): 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: 724
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
7 1 3.50 03/29/1999 3 65620 2320
7 2 3.50 04/02/1999 7 80000 2830
7 3 3.50 04/02/1999 7 78590 2780
Average 2810
7 4 3.50 04/23/1999 28 120270 4250
7 5 3.50 04/23/1999 28 117970 4170
Average 4210
Sample Location: 35' west of east form and 6' south of north form in Strip #18.
Sampled obtained from truck.
Technician: Greg Dimock Started: 8:(X)am Finished: 6:00pm ~ Engineerinaeldfc.~
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, lnc.
01SS Page 7 of 7