Northlake 635(3)-LR 980604 CONCRETE COMPR.r' aSIVE STRENGTH
Date of Service:
Client No.:
Client:
05/06/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 981165
Project No.: 43-245~
Project: Coppel
Belt Lil
Coppel
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: 3500 psi ~ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMEmr DATE: 05/06/1991~
TIME SAMPLED: 5:10 am BY:
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F)-AIR 62 F ~
TRUCK NO: 550 TICK
AIR CONTENT (%): 1.7 ur
PLACEMENT LOCATION:
Building D panels 69-82
SAMPLE LOCATION: Panel 69
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 5.00 05/13/1998 7 84970
1 2 5.00 05/13/1998 7 89620
Average
1 3 5.00 06/03/1998 28 109130
1 4 5.00 06/03/1998 28 105020
Average
Note: Samples obtained at point of discharge of pump hose.
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 4
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/04/1998
-97
Business Center II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 5.'00 am
vlario Villanueva
2ONCRETE: 63 F
ST NO: 711904
lIT WEIGHT (pc0: N/A
2CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3000
3170
3090
3860
3710
3790
10
FRACTURE
TYPE
· itten approval of HBC Engineering, Inc.
· CONCRETE COMPR ' SIVE STRENGTH TEar'S.
Date of Service: 05/06/I 998 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
981165
43-245;
Coppell
Belt Lii
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: 3500 psi ~ 28 Days
3-5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 05/06/1998
TIME SAMPLED: 6:38 am BY:
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 67 g ~
TRUCK NO: 853 TICK
AIR CONTENT (%): 1.9 ur
PLACEMENT LOCATION:
See page 1
SAMPLE LOCATION: Panel 76
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 5.25 05/13/1998 7 106020
2 2 5.25 05/13/1998 7 99230
Average
2 3 5.25 06/03/1998 28 113660
2 4 5.25 06/03/1998 28 118060
Average
Note: See page 1
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 2 of 4
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/04/1998
.97
Business Center II
te Rd. & Lakeshore Dr.
Texas
~ed field test and cast
BATCH TIME: 6:30 am
dario Villanueva
:ONCRETE: 66 F
~TNO: 711915
'IT WEIGHT (pcO: N/A
ICUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3750
3510
363O
4020
4180
4100
120
FRACTURE
TYPE
tten approval of HBC Engineering, Inc.
· CONCRETE COMPR? SIVE STRENGTH
Date of Service: 05/06/1998 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
981165
43-245~'
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
P~,NT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
3-5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 05/06/1998
TIME SAMPLED: 8:06 am BY:
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 70 V
TRUCK NO: 856 TICKI
AIR CONTENT (%): 1.4 U5
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Panel 80
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 I 5.00 05/13/1998 7 97440
3 2 5.00 05/13/1998 7 92730
Average
3 3 5.00 06/03/1998 28 113940
3 4 5.00 06/03/1998 28 117720
Average
Note: See page 1
A(
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~n
01AK Page 3 of 4
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/04/1998
.97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 7:50 am
/Iario Villanueva
'ONCRETE: 72 F
:TNO: 711923
IT WEIGHT (oeO: N/A
~CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3450
3280
3370
4030
4160
4100
200
FRACTURE
TYPE
tten approval of HBC Engineering, Inc.
· CONCRETE COMPI F' SIVE STRENGTH
Date of Service: 05/06/1998 Report No.: 981165.
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
43-245~
Coppell
Belt Lit
Coppell
Services: 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: 3500 psi ~ 28 Days
SLUMP: 3-5"
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 05/06/1998
TIME SAMPLED: 8:45 am BY:
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 71 F (
TRUCK NO: 856 TICKl
.97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/04/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCHTIME: 8:35 am
/Iario Villanueva
IONCRETE: 73 F
NO: 711929
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
Panel 82
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
4 1 5.25
4 2 5.25
4 3 5.25
4 4 5.25
Note: See page 1
Technician: Marlo Villanueva
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(I) O'Brien & Associates
(1} AECC, Inc.
AIR CONTENT (%): 2.0
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
05/13/1998 7 99540
05/13/1998 7 89620
Average
06/03/1998 28 111090
06/03/1998 28 109210
Average
Al
Started: 4:00 am Finished: 9:00 am ~
(1) City of Coppell/Bldg. Insp.
(1) City of Coppcll/Constr. insp.
(I) Mullen & Powell Techoistructures
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the w~
IT WEIGHT (pc0: N/A
:CUMULATIVE YARDS: 224
COMPRESSIVE
STRENGTH
(psi)
3520
3170
3350
3930
3860
3900
FRACTURE
TYPE
Engineer
Eugene Harbour
Vice President
ittcn approval of HBC Engineering, Inc.
01AK Page 4 of 4
· CONCRETE COMPRESSIVE STRENGTH
Date of Service: 05/06/1998 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
981167:
43-2455
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: ! 6
SPECIFICATION REQUIREMENTS
STRENGTH: 5000 psi ~ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCR£TE CLASS: 9373
PLACEMEWr DATE: 05/06/1998
TIME SAMPLED: 9:20 am BY:
WEATHER CONDITIONS: Cloudy
TEMPERATURE (1~ - AIR 80 F
TRUCK NO: 553 TICKI
AIR CONTENT (%): 2.0 uN
PLACEMENT LOCATION:
Building C, comer columns 12, 13, 16, 60, 62
SAMPLE LOCATION: Column 16
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP DATE AGE
(inches) TESTED (days)
1 I 5.00 05/13/1998
1 2 5.00 05/13/1998
1 3 5.00 06/03/1998
1 4 5.00 06/03/1998
REPORT OF TESTS
MAXIMUM
Note: Samples obtained at point of discharge
LOAD
(Ibs.~e)
7 104660
7 108840
Average
28 141940
28 143840
Average
of pump hose.
A(
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the w
01AK Page I of 2
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/04/1998
¸97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 8:30 am
/lario Villanueva
ONCRETE: 76 V
;TNO: 711927
IT WEIGHT (pcf): N/A
66
CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3700
3850
3780
5020
5090
5060
10
FRACTURE
TYPE
tten approval of HBC Engineering, inc.
.CONCRETE COMPIL SIVE STRENGTH
Date of Service: 05/06/1998 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
981167',
43-245~
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: 5000 psi ~ 28 Days
3-5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9373
PLACEMENT DATE: 05/06/1998
TIME SAMPLED: 1 !.'45 am BY:
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 88 F (
TRUCK NO: 550 TICK1
AIR CONTENT (%): 1.7 UN
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Column 60
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
2 I 5.00
2 2 5.00
2 3 5.00
2 4 5.00
Note: See page 1
REPORT OF TESTS
DATE
TESTED
05/13/1998
05/13/1998
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 97400
7 106010
Average
28 141350
28 141490
Average
06/03/1998
06/03/1998
A(
Technician: Mario Villanueva
Report Distribution:
(I) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC, Inc.
Started: 9:00 am Finished: 12:30 I--~
(1) City of Coppell/BIdg. insp.
(1) City of Coppell/Constr. Insp.
(I) Mullen & Powell Technistructures
This report is exclusively for the use o£the client indicated above and shall not be reproduced except in full without the wr
ENGIN-EERING, INC.
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report Date
06/04/1998
~97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 11; 10 am
/lario Villanueva
ONCRETE: 83 F
:TNO: 711948
~TWEIGHT(pc0: N/A
~UMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3440
3750
3600
5000
5000
5000
120
FRACTURE
TYPE
J Engineer
Eugene Harbour
Vice President
tten approval of HBC Engineering, Inc.
01AK Page 2 of 2