Fellowship-LR 990518'CONCRETE COMPRLSSIVE STRENGTH TE5 2
$901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/16/1999 Report No.: 9910793 Report Date
05/18/1999
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
('()NTRACTOR: Julian P. Ban-y CONCRETE CLASS: FC-M
~'oX('m,:'rE SUPPL~:R: LH Lacy I'I,ACEMENT ~):XT~:: 04/16/1999 ~,XT(:n XmE: 8:25am
Iq.:xx'r: On-site TIME SAMI'LEI): 8:30am 1¢~: Greg Dimock
SI'I.X'IFI('ATION REQUIREMENTS WEATIIER CONI)ITIONS: Cloudy
STREN(;Tll: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 47 F CONCRETE: 61 F
Sl,VMI': 1-3" TRUCK NO: N/A TICKET NO: N/A
.Xl[t: 4-6% AIR CONTENT IC/~): 5.0 UNIT WE~(;HT (poi): 148.9
I I{S'l' MI{TII()I): ASTM C- 143 I'LA(~EMENT LO(TATION:
I'ax mg-Slrips 48.47.42.41. east fire lane from cnlrx road ill cul-de-sac Io strip 54
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 75' W of E form in strip 48
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYIANDER MEASUREI) MAXIMUM COMPRESSIVE
MARKEI) SLUMP I)ATE AGE LOAD STRENGTh FRACTURE
SET NO. (inches) TESTEI) (days) (lbs. force) (psi) TYPE
I I 4.00 04/19/1999 3 66140 2340
I 2 4.00 04/23/1999 7 96210 3400
! 3 4.00 04/23/1999 7 92160 3260
Average 3330
I 4 4.00 /)5/14/1999 28 132190 4670
I 5 4.00 05/14/1999 28 130350 4610
Average 4640
Sampled from ~ruck.
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.
ttlL[~ Page 1 of 6
CONCRETE COMPRLJSIVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/16/1999 Report No.: 9910793 Report Date
05/18/1999
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
(?ONCRETE SUI'PI.1ER: LH Lacy PLACEMENT I)ATE: 04/16/1999 BATCI! TIME: 9: 15am
PI,ANT: On-site TIME SAMPI,ED: 9:20am t~v: Greg Dimock
SI'ECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Partly cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 48 F CONCRETE: 64 F
SI,UMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENI (%): 4.75 UNIT WEIGilT (pcf): N/A
TEST METIIOD: ASTM C-143 PLACEMENT LOCATION:
Sec page I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 10' W of E t'orm in strip 47
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYIANDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTh FRACTURE
SET' NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 3.50 04/19/1999 3 65360 2310
2 2 3.50 04/23/1999 7 82950 2930
2 3 3.50 04/23/1999 7 72030 2550
Average 2740
2 4 3.50 05/14/1999 28 120300 4250
2 5 3.50 05/14/1999 28 132860 4700
Average 4480
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.
0ILL Page 2 of 6
CONCRETE COMPREoSIVE STRENGTH TES l
ENGINFY_RI~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/16/1999 Report No.: 9910793 Report Date
05/18/1999
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'IAER: LH Lacy I'I,ACE'MENT I)ATE: 04/16/1999 BATCII TIME: 12:00pm
I'i,ANT: On-site TIME SAMPLED: 12:05pm i;'v: Greg Dimock
SPECIFICATI()N RI.:QUIREMENTS WEATIlER CONI)ITIONS: Partly cloudy
STRENGTIk 3(X)0 psi @ 28 Days TEMPERATUR3; (V)- AIR 58 r CONCRETE: 64 F
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
AIR: 4-6% AIR CONTENT (%): 5.0 UNIT WEIGIIT (pcf): N/A
TEST METIlOI): ASTM C- 143 PI~ACEblENT IA)CATION:
Sec page 1
ASTM C-172
ASTM ('-39
SAMI'LE IA)CATION: 15' W of E form in strip 42
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASUREI) MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 3.5{) 04/19/1999 3 63070 2230
3 2 3.50 04/23/1999 7 87130 3080
3 3 3.50 04/23/1999 7 88200 3120
Average 3100
3 4 3.50 05/14/1999 28 110310 3900
3 5 3.50 05/14/1999 28 114010 4030
Average 3970
Sampled frOrTL Eruck.
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.
OILL Page 3 of 6
CONCRETE COMPREoSIVE STRENGTH TES.
ENGINEF_RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/16/1999 Report No.: 9910793 Report Date
05/18/1999
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
CoN'raACTOR: Julian P. Barry CONCmCTE CLASS: FC-M
(~ONCRETE SUI'PI.IER: LH Lacy PI,ACEMENT DATE: 04/16/1999 BATCh TIMV:: 12:45pm
PLANT: On-site T~ME SAMPLED: 12:50pm BY: Greg Dimock
SPI.X;IFICATION REQUIREMENTS WEATIIER CONI)IT1ONS: Partly cloudy
STRENGTII: 3(F00 psi @ 28 Days TEMI'ERATUm; (V)- AIR 60 V CONCRETE: 65 I:
SLUMP: 1-3" TRUCK NO: N/A TICKET NO: N/A
MR: 4-6~J AIR CON.I'ENT (%): 5.0 UNIT WEIGIIT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Sec page I
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 100' W of E form in strip 42
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASUREI) MAXIMUM COMI'RESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FRAC'IIJRE
SET NO. (h~ches) TESTED (days) (lbs. force) (psi) TYPE
4 I 4.00 04/19/1999 3 64930 2300
4 2 4.00 04/23/1999 7 92970 3290
4 3 4.00 04/23/1999 7 93850 3320
Average 3310
4 4 4.00 05/14/1999 28 124380 4400
4 5 4.00 05/14/1999 28 126600 4480
Average 4440
Sampled from truck.
This report is exclusively for the use of the client indicated above and shall not bc reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page 4 of 6
CONCRETE COMPRLoSIVE STRENGTH TES_
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/16/1999 Report No.: 9910793 Report Date
05/18/1999
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'PI,IER: LH Lacy PLACEMENT DATE: 04/16/1999 B,XTCII TIME: 2:00pm
I'LANT: On-site TIME SAMi'LEI): 2:05pm BY: Greg Dimock
SI'I.;CIFICATION REQUIREMENTS WEATIIER CONDITIONS: Partly cloudy
STRENGTh: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 61 F CONCRETE: 65 F
SLUMI': 1-3" TRUC~NO: N/A TIC[ETNO: N/A
AIR: 4-6% AIR CONTENT (%): 4.5 UNIT WE1GIlT (pcf): N/A
TEST METIIOD: ASTM C- 143 PI,ACEMENT IA)CATION:
,";cc page I
ASTM C-172
ASTM C-39
SAMPI~E LOCATION: 30' E of W form in strip 41
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 I 4.00 04/19/1999 3 73710 2610
5 2 4.00 04/23/1999 7 106170 3750
5 3 4.00 04/23/1999 7 97810 3460
Average 3610
5 4 4.00 05/14/1999 28 142520 5040
5 5 4.00 05/14/1999 28 142780 5050
Average 5050
Sampled ffrom ~ruck.
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 5 of 6
CONCRETE COMPRE ,SIVE STRENGTH TES.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/16/1999 Report No.: 9910793 Report Date
05/18/1999
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 SUPPIAER: LH Lacy PLACEMENT DATE: 04/16/1999 BATCII TIME: 3:55pm
I'I,ANT: On-site TIblESAMPLED: 4:00pm ~V: Greg Dimock
SPE(?IFI(?ATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STREN(;Tn: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 65 F CONCRETE: 66 ~'
SLUMP: 1-3" TRUCKNO: N/A TICKETNO: N/A
AIR: 4-6% AIR CONTENT (%): 5.0 UNIT WEIGIIT (pcfi: N/A
'rEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Sec page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED blAXIMUM COMPRESSIVE
bLs, RKED SLUMP DATE A G E LOAD STRENGTI I FRA CTU RE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
6 1 3.50 04/19/1999 3 81860 2890
6 2 3.50 04/23/1999 7 107790 3810
6 3 3.50 04/23/1999 7 98090 3470
Average 3640
6 4 3.50 05/14/1999 28 145680 5150
6 5 3.50 05/14/1999 28 140560 4970
Average 5060
Sample location: 25' N of S form in E fire lane at south end
Sampled at truck.
TReport echnician: Greg Dimock Distribution: Started: 6:00am Finish ed: 5:00pm ·.~E n~eeri. -~Inc.
(1) Julian P. Barry General Contractors
( 1 ) Urban Architecture e arbour
(1) City of Grapevine i't ~ Vice/qfresident
( 1 ) 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.
01LL Page 6 of 6