Fellowship-LR 990428 (3)CONCRETE COMPREoSIVE STRENGTH TES ,
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/28/1999
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: 03/30/1999 BATCH TIME: 7:55am
PLANT: On-site TIME SAMPLED: 8:00am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Cloudy, overcast
STRENGTIt: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 53 F CONCRETE: 60 F
SLUMP: !-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.0 UNIT WEIGHT (pcf): 148.1
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Paving - Paving Strips #27, #30, #28, .//29, #37, #38, #35, #36, #33, #34
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 112
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 3.50 04/02/1999 3 63980 2260
I 2 3.50 04/06/1999 7 102260 3620
I 3 3.50 04/27/1999 28 147750 5230
1 4 3.50 04/27/1999 28 144020 5090
Average 5160
Sample Location: 15' E from W form and 15' S of N form in Strip #27.
Sample obtained at truck.
This report is exclusively fl)r thc use of the client indicatcd abovc and shall nol he reproduced except in full without the written approval of H BC Engineering, Inc.
01SS Page 1 of 9
CONCRETE COMPREoSIVE STRENGTH TES
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/28/1999
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: 03/30/1999 BATCH TIME: 9:35am
PLANT: On-site TIME SAMPLED: 9:41am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 54 F CONCRETE: 61 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.0 UNIT WE1GIIT (pcO: 148.5
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: 224
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (h~ches) TESTED (days) (lbs. force) (psi) TYPE
2 1 3.00 04/02/1999 3 83540 2950
2 2 3.00 04/06/1999 7 88810 3140
2 3 3.00 04/27/1999 28 168540 5960
2 4 3.00 04/27/1999 28 168170 5950
Average 5960
Sample Location: 10' E from W form and 15' S of N form in Strip #30.
Sample obtained ac truck.
This rcporl is cxclusively for the usc of thc client indicatcd above and shall not Ix: rcproduccd cxcept iii full without the written approval of HBC Engineering, Inc.
01SS Page 2 of 9
CONCRETE COMPREoSIVE STRENGTH TES_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/28/1999
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: 03/30/1999 BATCHTIME: 1 l:25am
PLANT: On-site TIME SAMPLED: 1 l:30am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast, light rain
STRENGTIt: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 54 F CONCRETE: 62 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (c/o): 4.25 UNIT WEIGHT (pcf): 148,9
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Sec page 1.
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 368
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 3.50 04/02/1999 3 75600 2670
3 2 3.50 04/06/1999 7 99000 3500
3 3 3.50 04/27/1999 28 139200 4920
3 4 3.50 04/27/1999 28 133290 4710
Average 4820
Sample Location: 10' W from E form and 15' S of N form in Strip ~29.
Sample obtained at truck.
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01SS l'age 3 of 9
CONCRETE COMPRE ,$IVE STRENGTH TES_
ENG[NEER[NG, [NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/28/1999
Client No.: 47677000 Project No.: 94991026
Client: Julian P. Barry General Contractors Project: Fellowship of Las Colinas
Attn: Harold Luedke Phase III - Expansion
6616 Forest Park Road
Dallas TX 75235 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Julian P. Barry CONCRETE CLASS: FC-M
CONCm~TESUPPLIER: L.H. Lacy PLACEMENT DATE: 03/30/1999 BATCHTrME: 12:35pm
PLANT: On-site TIME SAMPLED: 12:40pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast, drizzle
STRENaTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 56 F CONCRETE: 64 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% Am CONTENT (%): 4.5 UNIT WEIGHT (pcf): 147.3
'rEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page l.
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUMULATIVE YARDS: 416
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MA RKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 3.50 04/02/1999 3 68570 2420
4 2 3.50 04/06/1999 7 108660 3840
4 3 3.50 04/27/1999 28 124860 4420
4 4 3.50 04/27/1999 28 133480 4720
Average 4570
Sample Location: 20' W from E form in Strip #37.
Sample obtained at truck.
This repot! is exclnsively for the use of the client indicated above and shall not be reproduced cxccpt in full without the written approval of HBC Engineering. Inc.
01SS I'~tge 4 of 9
CONCRETE COMPRE ,$IVE STRENGTH TES_..
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/28/1999
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: 03/30/1999 BATCH TIME: 1:20pm
PLANT: On-site T1MESAMPLED: l:27pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER COm)ITIONS: Cloudy, light rain
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 56 F CONCRETE: 64 V
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): 147.7
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I.
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
REPORT OF TESTS ACCUmJrATIVE YAR~S: 520
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 I 4.00 04/02/1999 3 68720 2430
5 2 4.00 04/06/1999 7 96470 3410
5 3 4.00 04/27/1999 28 133180 4710
5 4 4.00 04/27/1999 28 133950 4740
Average 4730
Sample Location: 15' W from E form in Strip #38.
Sample eb~ained at truck.
This report is exclusively for thc usc of thc client indicated above and shall not bc reproduced except in full without thc wrinen approval of HBC Engineering, Inc.
01SS Page 5 of 9
CONCRETE COMPREoSIVE STRENGTH TLS_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 99091 l0 Report Date
04/28/1999
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: 03/30/1999 BATCH T~ME: 2: 15pm
PLANt: On-site TIME SAMPLED: 2:20pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Cloudy, drizzle
STRENGTH: 3000 psi @ 28 Days IEMPERATURE (F)- AIR 56 F CONCRETE: 61 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENt (%): 4.5 UNIT WEIGHT (pcf): 147.3
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Sec page 1.
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below for sample location
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 I 3.50 04/02/1999 3 58740 2080
6 2 3.50 04/06/1999 7 82340 2910
6 3 3.50 04/27/1999 28 146630 5190
6 4 3.50 04/27/1999 28 139390 4930
Average 5060
Sample Location: 12' W from E form in Strip #35.
Sample obtained at truck.
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.
01SS Pa?,e 6 of 9
CONCRETE COMPREoSIVE STRENGTH TES..
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/28/1999
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 SUI'PLIER: L.H. Lacy PLACEMENT hATE: 03/30/1999 BATCH TIME: 3:00pm
PLANT: On-site TIME SAMPLED: 3:05pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, steady rain
STRENGTIt: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 53 F CONCRETE: 63 ~
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.25 UNIT WEIGHT (pcf): 147.3
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: 728
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
7 1 3.50 04/02/1999 3 58420 2070
7 2 3.50 04/06/1999 7 81640 2890
7 3 3.50 04/27/1999 28 141290 5000
7 4 3.50 04/27/1999 28 145650 5150
Average 5080
Sample Location: 10' W from E form in Strip #36.
Sample obtained at truck.
This report is exclusively Ibr thc use of the client indicated above and shall not be reproduced except in full without thc written approval of ttBC Engineering, Inc.
01SS Page 7 of 9
CONCRETE COMPRE,.,SIVE STRENGTH TLS_
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/28/1999
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
CONCRETESUPPL1ER: L.H. Lacy PLACEMENT DATE: 03/30/1999 aATCHTIME: 3:35pm
PLANT: On-site TIME SAMPLED: 3:40pm aY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Cloudy, rain
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 53 g CONCRETE: 64 F
SLUMP: !-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.0 UNIT WEIGHT (pcf): 147.7
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 ACCUMULATIVEYAm~S: 832
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
8 1 3.50 04/02/1999 3 59320 2100
8 2 3.50 04/06/1999 7 86940 3070
8 3 3.50 04/27/1999 28 131980 4670
8 4 3.50 04/27/1999 28 136050 4810
Average 4740
Sample LocaEion: 50' W of E form in SErip #33
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ISS Page 8 of 9
CONCRETE COMPRE ,$IVE STRENGTH TES.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/30/1999 Report No.: 9909110 Report Date
04/28/1999
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: 03/30/1999 BATCH TIME: 3:40pm
PLANT: On-site TIME SAMPLED: 3:46pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, drizzle
STRENGTm 3000 psi @ 28 Days TEMPERATURE (F)- AIR 53 F CONCRETE: 62 ~
SLUMP: 1-3" TRUCKNO: N/A TICKETNO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): 148.5
TEST METHOD: 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: 888
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
9 I 3.50 04/02/1999 3 70890 2510
9 2 3.50 04/06/1999 7 93440 3300
9 3 3.50 04/27/1999 28 135040 4780
9 4 3.50 04/27/1999 28 140310 4960
Average 4870
Sample Location: 20' W from E form and 15' S of N form in Strip #34.
Sample ebtained at truck.
Technician: Greg Dimock Started: 6:00am Finished: 5:30pm ~ Engine~
Report Distribution:
( I ) Julian P. Barry General Contractors
( 1 ) Urban Architecture Eugene Harbour
(1) City of Grapevine Vice President
( I ) City ol' Coppel[
This report is exclusively for the use oftbe client indicated above and shall not be reproduced except in full without the written approval of HBC Eugineering, Inc.
01SS Page 9 of 9