Northlake 635(3)-LR 980617.CONCRETE COMPRr"3SIVE STRENGTH
Date of Service: 05/I 9/1998 Report No.:
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
981284
43-245~
Coppel]
Belt Li~
Coppel]
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CO~rRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5" max
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 05/19/1998
TIME SAMPLED: 8:00 am BY:
WEATHER CONDITIONS: Mild, s~
TEMPERATURE (F)-AIR 69 F ~
TRUCK NO: 84 1 TICK
AIR CONTENT (%): N/A ur
PLACEMENT LOCATION:
Paving, north side of Building C
SAMPLE LOCATION:
15'E of existing bldg., 10'S/N
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 6.50 05/26/1998 7 90870
1 2 6.50 05/26/1998 7 86220
Average
I 3 6.50 06/16/1998 28 117460
1 4 6.50 06/16/1998 28 115710
Average
A~
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~
01AK Page I of 5
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
.97
Report Date
06/17/1998
Business Center II
~e Rd. & Lakeshore Dr.
Texas
'ed field test and cast
BATCH TIME: 7:47 am
['erry L. Smith
.nny
.'ONCRETE: 76 F
~TNO: 712232
'IT WEIGHT (pcl): N/A
2CUMULATIVE YARDS: 60
COMPRESSIVE
STRENGTH
(psi)
3210
3050
3130
4150
4090
4120
FRACTURE
TYPE
ittcn approval of HBC Engineering, Inc.
,CONCRETE COMPR 3SIVE STRENGTH
Date of Service: 05/19/1998
Report No.: 981284:
Client No.: 52617000 Project No.: 43-2452
Client:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell
Belt Li~
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi:
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5" max
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 05/19/1998
TIME SAMPLED: 8:50 am BY:
WEATHER CONDITIONS: Mild, s
TEMPERATURE (F) - AIR 71 F (
TRUCK NO: 1824 TICKI
AIR CONTENT (%): N/A U~
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: 30'E/W, 15'N/S from existing paving
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 6.50 05/26/1998 7 78300
2 2 6.50 05/26/1998 7 79440
Average
2 3 6.50 06/16/1998 28 102680
2 4 6.50 06/16/1998 28 106780
Average
A{
This report is exclusively for the use of the client indicated above and shall qot be reproduced except in full without the v
01AK Page 2 of 5
ENGINF_.ERII~, INC.
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Report Date
06/17/1998
-97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 8:40 am
?erry L. Smith
nny
ONCRETE: 78 F
:TNO: 712240
IT WEIGHT (pc0: N/A
~CUMULATIVE YARDS: 140
COMPRESSIVE
STRENGTH
(psi)
2770
2810
2790
3630
3780
3710
FRACTURE
TYPE '
itten approval of HBC Engineering, Inc.
· CONCRETE COMPRr"sSIVE STRENGTH
Date of Service: 05/19/1998
Report No.: 981284:
Client No.: 52617000
Project No.: 43-2452
Client:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell
Belt Lit
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5" rnax
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 05/19/1998
TIME SAMPLED: 10:15 am BY:
WEATHER CONDITIONS: Mild, st
TEMPERATURE (F)-AIR 70 F {
TRUCK NO: 1805 TICKI
AIR CONTENT (%): N/A u~
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: I O'S/N, 58'E/W
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
3 1 6.50 05/26/1998 7 106040
3 2 6.50 05/26/1998 7 96680
Average
3 3 6.50 06/16/1998 28 142990
3 4 6.50 06/16/1998 28 144570
Average
A~
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the
01AK Page 3 of 5
ENGINEERING, 1NC.
8901 Carpenter Frwy., Suite gl00
Dallas, Texas 75247
-97
Report Date
06/17/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 9:45 am
?erry L. Smith
nny
:ONCRETE: 76 F
~TNO: 712253
IT WEIGHT (pcf): N/A
7CUMULATIVE YARDS: 270
COMPRESSIVE
STRENGTH
(psi)
3750
3420
3590
5060
5110
5090
FRACTURE
TYPE
tten approval of HBC Engineering, Inc.
· CONCRETE COMPR SIVE STRENGTH
Date of Service: 05/19/t998 Report No.: 981284:
Client No.: 52617000
Project No.: 43-2452
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppell
Belt Lir
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5" max
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 05/19/1998
TIME SAMPLED: 11:25 am BY:
WEATHER CONDITIONS: Warm,
TEMPERATURE (F}- AIR 73 F (
TRUCK NO: 846 TICK]
AIR CONTENT (%): N/A v~
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: 70'E/W, 50'N/S from exist paving W
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
4 I 5.50 05/26/1998 7 107370
4 2 5.50 05/26/1998 7 104320
Average
4 3 5.50 06/16/1998 28 153250
4 4 5.50 06/I 6/I 998 28 155490
Average
Al
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the x
01AK Page 4 of 5
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/17/1998
-97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 1 1:04 am
?erry L. Smith
unny
iONCRETE: 81 F
;TNO: 712264
IT WEIGHT (pcf): N/A
~'CUMULATIVE YARDS: 380
COMPRESSIVE
STRENGTH
(psi)
3800
3690
3750
5420
5500
5460
FRACTURE
TYPE
itten approval of HBC Engineering, Inc.
CONCRETE COMPRt' SIVE STRENGTH
Date of Service: 05/19/1998
Report No.: 981284:
Client No.:
Client:
Services:
52617000
Project No.: 43-245:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell
Belt Lit
Coppell
Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.**
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: 5" Il'lax
PROJECT DATA
-97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/17/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
CONCRETE CLASS: 9351
PLACEMENT DATE: 05/19/1998
TIME SAMPLED: 12:05 pm aY: Terry L. Smith
WEATHER CONDITIONS: Warm, ~unny
/
TEMPERATURE (F) - AIR 78 F (~ONCRETE: 88
TRUCK NO: 1805 TICKet NO: 712273
BATCH TIME: 1 1 '5 1 am
F
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
CYLINDER
MARKED
SET NO.
5 1
5 2
5 3
5 4
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
From NEC of bldg. 65'W/E, 15'N/S
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
5.50 05/26/1998
5.50 05/26/1998
5.50 06/16/1998
5.50 06/16/1998
7 94430
7 88200
Average
28 136040
28 130980
Average
Technician: Terry L. Smith
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(1) O'Brien & Associates
(I) AECC, Inc.
Ub
A~
Started: 6:00 am Finished: 1:00 pm H~
( I ) City of Coppell/BIdg. Insp.
(I) City of Coppell/Constr. Insp.
(I) Mullen & Powell Technistructures
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w
IT WEIGHT (pcf): N/A
7CUMULATIVE YARDS: 470
COMPRESSIVE
STRENGTH
(psi)
3340
3120
3230
4810
4630
4720
.~ Enginee
Eugene Harbour
Vice President
FRACTURE
TYPE
:ittcn approval of HBC Engineering, Inc.
01AK Page 5 of 5
CONCRETE COMPtLr' , SIVE STRENGTH
Date of Service: 05/19/1998
Report No.: 9812861
Client No.: 52617000 Project No.: 43-2452
Client:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell
Belt Li~
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi:
compressive strength samples.**
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLA~r: 16
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
5000 psi ~ 28 Days
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9373
PLACEMENT DATE: 05/19/1998
TIME SAMPLED: 1:33 pm BY:
WEATHER CONDITIONS: Hazy,
TEMPERATURE (F) - AIR 76 F ~
TRUCK NO: 853 TICK]
AIR CONTENT (%): N/A u~
PLACEMENT LOCATION:
Column pad at north end
SAMPLE LOCATION: Same
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 4.50
1 2 4.50
1 3 4.50
1 4 4.50
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
05/26/1998 7 106460
05/26/1998 7 100080
Average
06/16/1998 28 140390
06/16/1998 28 130660
Average
Technician: Terry L. Smith
Report Distribution:
(1) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC. Inc.
Started: 1:00 pm Finished: 4:00 pm ~
(i) City of Coppell/BIdg. Insp.
(1) City ofCoppell/Constr. Insp.
(1) Mullen & Powell Technistructures
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the
-97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/17/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 12:35 pm
?erry L. Smith
arm
iONCRETE: 83 F
~T NO: 112034
IT WEIGHT (pcf): N/A
,'CUMULATIVE YARDS: 28
COMPRESSIVE
STRENGTH
(psi)
3760
3540
3650
4960
4620
4790
FRACTURE
TYPE
Inc.
Eugene Harbour
Vice President
w 'itten approval of HBC Engineering, Inc.
01AK Page I of I