Fellowship-LR 990525 (4)-CONCRETE COMPRL ._,SIVE STRENGTH TE '
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 04/20/1999 Report No.: 9911132
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 SUI'I'I,IER: LH Lacy PLACEMENT DATE: 04/20/1999 BATCh TIME: 10:25am
I'I.ANT: On-site 'rIME SAMPLED: 10:30am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIlER CONDITIONS: Clear
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 75 V CONCRETE: 76 F
SLUMI': 1-3" TRUCKNO: N/A TICKETNO: N/A
,,,ia: 4-6% AIR CONTENT (%): 5.5 UNrr WEIGItT (pcf): 147.7
TEST METIIOI): ASTM C-143 PLACEMENT LOCATION:
Paving~ Leaveouts & tie-ins TI on south side of strip #28. entire length x 15' & TI northsidc
ASTM C-172 or slrip 9 entire length x 151 TI north of strip #42. west half from island to wesl end x lY.
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCU WLATIVE 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
1 2 4.50 04/27/1999 7 87600 3100
1 3 4.50 04/27/1999 7 86970 3080
Average 3090
I 4 4.50 05/18/1999 28 106800 3780
I 5 4.50 05/18/1999 28 112510 3980
Average 3880
Placement location: Drive ~hru at eas~ end of s~rips #29/42. Tie in at west end
of strip #54 to existing parking lot at fire lane.
This report is exclusively for the use of the client indicated atx)ve 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 reporl 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
L"[,S '"
CONCRETE COMPR IVE STRENGTH TEL f
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/20/1999 Report No.: 9911132 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. BmTy CONCRETE CLASS: FC-M
CONCRETE SUPPLIER: LH Lacy PLACEMENT DATE: 04/20/1999 WATCH 'rimE: 2: 25pm
PLANT: On-site TIME SAMPLEI): 2:30pm BY: Grog Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STRENGTh: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 86 F CONCRETE: 82 F
SLUMP: 1-3" IRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.25 UNIT WEIGHT (pcf): N/A
TEST METIIOI): ASTM C- 143 PLACEMENT I.OCAT1ON:
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 STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 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 86690 3070
Average 3110
2 4 4.00 05/18/1999 28 110940 3920
2 5 4.00 05/18/1999 28 113080 4000
Average 3960
Sample location: Tie in at southwest corner fire lane, 20' west strip #54 joint
and 10' north of south curb.
Technician: Grog Dimock Started: 6:00am Finished: 5:00pm Lng c.
Report Distribution:
(1) Julian P. Barry General Contractors
( 1 ) Urban Architecture Eugene I4~rbour
(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 wriuen approval of HBC Engineering, Inc.
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