Fellowship-LR 990413CONCRETE COMPRESSIVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/01/1999 Report No.: 9909335 Report Date
04/13/1999
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
CONCRETESUPPLIEa: LH Lacy PLACEMENT DATE: 04/01/1999 BATCHTrMm 10:35AM
PLA~rr: On-site TIME SAMPLED: 10:39am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 63 F CONCRETE: 71 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:
Paving panels- Strips- 43, 44, 45
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
1 1 3.50 04/04/1999 3 67850 2400
1 2 3.50 04/08/1999 7 82110 2900
! 3 3.50 04/08/1999 7 78300 2770
Average 2840
1 4 3.50 04/29/1999 28
1 5 3.50 04/29/1999 28
Sample location: 25' West of east form and 15' south of north form in strip #43.
Note: Ail samples were 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.
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CONCRETE COMPREoSIVE STRENGTH TES_.
ENGINEF_RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/01/1999 Report No.: 9909335 Report Date
04/13/1999
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 SUPPLIER: LH Lacy PLACEMENT DATE: 04/01/1999 BATCH TIME: 12:25pm
PLANT: On-site TIME SAMPLED: 12:30pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy/overcast
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 64 F CONCRETE: 70 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:
ASTM C- 172 See page 1
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
2 1 3.00 04/04/1999 3 68130 2410
2 2 3.00 04/08/1999 7 80750 2860
2 3 3.00 04/08/1999 7 81980 2900
Average 2880
2 4 3.00 04/29/1999 28
2 5 3.00 04/29/1999 28
Sample location: 30' East of west form and 15' south of north form in strip #44.
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.
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A
CONCRETE COMPRE_$IVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Dallas, Texa~ 75247
Date of Service: 04/01/1999 Report No.: 9909335 Report Date
04/13/1999
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~TE SUPPLIER: LH Lacy PLACEMENT DAb:E: 04/01/1999 BATCH TreE: l:50pm
PLANT: On-site TIME SAMPLED: l:55pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONdiTIONS: Clear/overcast
S~RENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 64 F CONCRETE: 71 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 4.0 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
CVLI~ER MEASURED MAXmuM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 3.00 04/04/1999 3 73150 2590
3 2 3.00 04/08/1999 7 85410 3020
3 3 3.00 04/08/1999 7 80280 2840
Average 2930
3 4 3.00 04/29/1999 28
3 5 3.00 04/29/1999 28
Sample location: 20' North of south form and 15' east of west form in Panel #45.
Technician: Greg Dimock Started: 8:30am Finished: 4:00pm I'"~~urgeL~neHarbo '
Cng er~ng Inc.
Report Distribution:
(1) Julian P. Barry General Contractors
(I) Urban Architecture
(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.
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