Fellowship-LR 990428CONCRETE COMPRL SIVE STRENGTH TES
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/20/1999 Report No.: 9911132 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: LH Lacy PLACEMENT DATE: 04/20/1999 BATCHTIME: 10:25am
PLANT: On-site TIME SAMPLED: 10:30am ~Y: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER cor, mrrioNs: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)-AIR 75 g CONCRETE: 76 g
SLUMP: 1-3" TRUCKNO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.5 UNIT WEIGHT (pcf): 147.7
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Paving- Leaveouts & tie-ins TI on south side of strip #28, entire length x 15' & TI northside
msrm C- 172 of strip 9 entire length x 15'. TI north of strip #42, west half from island to west end x 15'.
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 4.50 04/23/1999 3 75850 2680
I 2 4.50 04/27/1999 7 87600 3100
I 3 4.50 04/27/1999 7 86970 3080
Average 3090
I 4 4.50 05/18/1999 28
I 5 4.50 05/18/1999 28
Placement location: Drive thru at east end of strips ~29/42. Tie in at west end
of strip #54 to existing parking lot a5 fire lane.
This report is exclusively fi~r 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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,Report No.: 9911132
Sample location: 25' West of northeast corner of strip #9 and 4' north of strip
#9.
Sampled from 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.
0 ! I.L l'age 2 ol' 3
CONCRETE COMPRL JSIVE STRENGTH TES I'"BC
ENGINEF_RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/20/1999 Report No.: 9911132 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: LH Lacy PLACEMENT DATE: 04/20/1999 BATCH TIME: 2:25pm
PLANT: On-site TIME SAMPLED: 2:30pm ~Y: Greg Dimock
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 86 F CONCRETE: 82 F
SLUMP: !-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.25 UNIT WEIGHT (pcf): N/A
TEST METItOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 3
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 4.00 04/23/1999 3 73520 2600
2 2 4.00 04/27/1999 7 89100 3150
2 3 4.00 04/27/1999 7 $6690 3070
Average 3110
2 4 4.00 05/18/1999 28
2 5 4.00 05/18/1999 28
Sample location: Tie in at southwest corner fire lane, 20' west strip #54 joint
and 10' north of south curb.
Technician: Greg Dimock Started: 6:00am Finished: 5:00pm ~ En~ring
Report l)istrihution: ~ Inc.
(I) Julian P, Barry General Contractors
( 1 ) Urban Archilcclurc Eugene Harbour
(1) City of Grapevine Vice President
(1) City of Coppell
This report is exclusively for the usc of the client indicated above aud shall not be reproduced except in full without the written approval of HBC Engineering, lnc.
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