Fellowship-LR 990525 (3)'CONCRETE COMPRX 3SIVE STRENGTH TES £
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/21/1999 Report No.: 9911238 Report Date
05/25/1999
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 I'LACEMENT DATE: 04/21/1999 BATCH TIME: 11:15am
PLANT: On-Site TIME SAMPLED: 1 l:20am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear and windy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 73 F CONCRETE: 75 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.75 UNIT WEIGHT (pcf): 147.3
TEST METItOD: ASTM C- 143 PLACEMENT LOCATION:
Paving- Fire lane southeast corner of strips 17, from strip 33 to 54, approach from strip 55
ASTM C-172 to north 54
ASTM C-39 (continued in comments)
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 3
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTtt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 5.00 04/24/1999 3 66260 2340
I 2 5.00 04/28/1999 7 87330 3090
I 3 5.00 04/28/1999 7 93990 3320
Average 3210
1 4 5.00 05/19/1999 28 107110 3790
1 5 5.00 05/19/1999 28 101200 3580
Average 3690
Placement location continued: Drive thru strip #48/37, east end/#18/36 east
end/#16/32 east end. Middle island in strip #48 and light pole piers, piers 1-16.
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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· Report No.: 9911238
Sample location: Southeast corner fire lane, 10' north of south curb and 20' west
of east.
Note: 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.
0ILL Page 2 of 3
CONCRETE COMPRk 3SIVE STRENGTH TES £
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/21/1999 Report No.: 9911238 Report Date
05/25/1999
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
CONCRETESUPPLmR: LHLacy PLACEMENT DATE: 04/21/1999 ~ATC}ITmE: 2:40pm
I'LANT: On-Site TIME SAMPLED: 2:45pm ~Y: Greg Dimock
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 74 F CONCRETE: 80
SLUMP: 1-3" TRUC~: NO: N/A TIClCET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.5 UNIT WEIGItT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page l
ASTM C-172
ASTM C-39
Sampled at truck.
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 3
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 4.50 04/24/1999 3 68500 2420
2 2 4.50 04/28/1999 7 91590 3240
2 3 4.50 04/28/1999 7 96570 3410
Average 3330
2 4 4.50 05/19/1999 28 121490 4300
2 5 4.50 05/19/1999 28 119860 4240
Average 4270
Sample location: 10' East of strip #54 east joint and 5' north of south curb in
southeast corner firelane
Technician: Greg Dimock Started: 7:00am Finished: 5:30pm ~ ~_~C~, ~ering'
Inc.
Report Distribution:
( 1 ) Julian P. Barry General Contractors
(I) Urban Architecture t".~., Eugene Harbour
( 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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