Fellowship-LR 990512 (2)UONCRETE COMPRL SIVE STRENGTH I---Be
ENGINF_P_.RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/12/1999 Report No.: 9910310 Report Date
05/12/1999
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: 04/12/1999 BATCH TIME: 1 l:15am
PLANT: On-site TIME SAMPLED: I l:20am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Partly cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE iF)- AIR 64 V CONCRETE: 72 V
SLUMP: 1-3" TRUCKNO: N/A TICKETNO: N/A
AIR: 4-6% AIR CONTENT (%): 5.0 UNIT WEIGIIT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Paving-Island drive thru's at west end of strips 22/6.25/7,27/10 & casl end of strips 39/1,
ASTM C- 172 20/4.23/5, 24/8 & 28 & west end, island drive thru's for strips 39/1, 20/4, 23/5, 24/8 & 28
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 3
CYLINDER MEASUREI) MAXIMUM COMPRESSIVE
MARKED SLLrMp DATE AGE LOAD STRENGTll FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 2.50 04/15/1999 3 91420 3230
I 2 2.50 04/19/1999 7 99490 3520
I 3 2.50 04/19/1999 7 97240 3440
Average 3480
1 4 2.50 05/10/1999 28 119560 4230
1 5 2.50 05/10/1999 28 125080 4420
Average 4330
Sample location: Drive thru a~ eas~ end of paveing s~rips 39 & ~1
This report ~s exclusively for thc use of the clicn! indicated above aud shall not be reproduced except in full without the written approval of 14BC Engineering, Inc.
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UONCRETE COMPRL SIVE STRENGTH TES..
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/12/1999 Report No.: 9910310 Report Date
05/12/1999
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 SUPI'LIER: LH Lacy PLACEMENT DATE: 04/12/1999 BATCIt TIME: 2:35pm
PLANT: On-site TIME SAMPLED: 2:40pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 84 F CONCRETE: 86 E
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): N/A UNIT WEIGIIT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Sec page I
ASTM C-172
ASTM C-39
SAMI)LE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 3
CYLINDER MEASUREI) MAXIMUM COMPRESSIVE
MARKED SLUMP I)ATE AGE LOAD STRENGTIt FRACTURE
SET NO. (indies) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.00 04/15/1999 3 75260 2660
2 2 5.00 04/19/1999 7 90020 3180
2 3 5.00 04/19/1999 7 94130 3330
Average 3260
2 4 5.00 05/10/1999 28 128610 4550
2 5 5.00 05/10/1999 28 130470 4610
Average 4580
Sample location: Drive thru between strips #l & #20 at west end of west fire
lane.
Technician: Oreg Dimock Started: 6:00am l:inished: 4:30pm ~ Engine.
Report l)istribution:
I 1 ) Julian l'. Barry General Coutractors
( 1 ) Urban Architecture Eugene Harbour
(1) City of G~apcviuc Vice President
(1) City of Coppcll
This repot! is exclusively lbr the use of thc clienl indicated above aud shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
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