Fellowship-LR 990513 (2)'CONCRETE COMPRLJSIVE STRENGTH TES 2
ENGINEERINg3, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/13/1999 Report No.: 9910432 Report Date
05/13/1999
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
CONCRI~;TESUPI'LIER: LH Lacy Iq. ACEMENTDATE: 04/13/1999 BATClITIME: 12:00pm
PLANT: On-site Tree SAMPI~ED: 12:06pm ~Y: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDrrIONS: Cloudy
STRENGTII: 3000 psi @ 28 Days TEMI'ERaTUm; (V)- AIR 72 V CONCmaTE: 75 ~'
SLUMP: 1-3" TRUCKNO: N/A TICKETNO: N/A
AIR: 4-6% AIR CONTENT (%): 4.75 UNIT WEIGIIT (pcf): N/A
TEST METIIOI): ASTM C- 143 PLACEMENT LOCATION:
Paving- parking cud caps at strips 39. I. 20, 4, 23.5.24, 8, 28 at west fire lane and island
ASTM C- 172 ~,r~ at strips
ASTM C-39 {continued bclox, )
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 3
CYLINDER MEASUREI) MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTIt FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 4.50 04/! 6/1999 3 57290 2030
I 2 4.50 04/20/1999 7 78920 2790
I 3 4.50 04/20/1999 7 87630 3100
Average 2950
1 4 4.50 05/11/1999 28 102770 3630
I 5 4.50 05/11/1999 28 98730 3490
Average 3560
Placement location continued: 11/31, 12/32. Approach to middle fire lane from
nerth a~ north fire lane and west fire lane ~ie ins in¢o existing parking le~ at
This repot! is exclusively lk)r the usc of thc client indicated above and shall nol bc reproduced except m full withou! lhe written approval of [t11(; Engineering, Inc.
0ILI. Page I of 3
Report No.: 9910432
strip 28/42 at west end and 15/35 at west end. Approach to entry road at North
Street.
Sample location: North approach to middle fire lane, from north fire lane.
This report is exclusively fi)r the use of lhc client indicalcd above and shall not be reproduced except in full wilhoul the wrillen approval of tt 13(' Engineering, Inc.
OI I.i, Page 2 o1' 3
CONCRETE COMPRLoSIVE STRENGTH TES.
ENGINEERING. INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/13/1999 Report No.: 9910432 Report Date
05/13/1999
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
CONCRETESm'I'LIER: LH Lacy PI,ACEMENTDATE: 04/13/1999 UATCnTIME: 4:05pm
I'LANT: On-site Tree SAMPLEI): 4: 10pm wY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATI1ER CONDITIONS: Cloudy
STRENGTII: 3000 psi @ 28 Days TEMI'ERATURE (V)- AIR 82 V CONCRETE: 84 ~'
SLUMP: 1-3" TRUCKNO: N/A TICKETNO: N/A
AIR: 4-6% Am CONTENT (%): 4.5 UNIT WEIGIIT (pcf): N/A
TEST METIIOD: ASTM C- 143 I'LACEMENT LOCATION:
Sec page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 3
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP I)ATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 4.50 04/16/1999 3 82050 2900
2 2 4.50 04/20/1999 7 108280 3830
2 3 4.50 04/20/1999 7 106570 3770
Average 3800
2 4 4.50 05/1 l / 1999 28 147900 5230
2 5 4.50 05/11 / 1999 28 135620 4800
Average 5020
Sample location: Approach to entry road at north end of project.
Sampled at truck.
Technician: Oreg Dimock Started: 6:00am l:inished: 5:30pm ~ En~
Report l)istribution:
( I ) Julian P. 1½arry (;cncml
/ 1) [ Irban Architcctm'c Eugell¢ Harbour
(1) Cit5 of(h-apevine Vice Pr¢.sidcnt
[ I ) (?it5' of Coppcll
This report is exclusively lk~r thc usc of thc client indicated above and shall not bc reproduced cxccpl in full without thc written approval of ItBC Engineering. Inc.
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