Northlake 635(3)-LR 980317Date of Service:
Client No.:
Client:
03/06/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 980663g
Project No.: 43-2452
Project: Coppell
Belt Lin
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requit
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
4"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 03/06/1998
TIME SAMPLED: 4:45 am BY: J
WEATHER CONDITIONS: Cold
TEMPERATURE (F) - AIR 37 F C
TRUCK NO: 736 T~CK~
AIR CONTENT (%): N/A UN
PLACEMENT LOCATION:
Slab-on-grade, Building C floor, lines 5-7, A-.
SAMPLE LOCATION: Line 6A
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 4.50 03/13/1998 7 101480
1 2 4.50 03/13/1998 7 103550
Average
I 3 4.50 04/03/1998 28
1 4 4.50 04/03/1998 28
· A(
Note: Uncompacted soil was placed at lines 5 & 6, D-E.
This report is exclusively tbr the usc of the client indicated above and shall not be reproduced except in full without the wr
01AK Page I of 6
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
03/17/1998
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 4:15 am
~ck Farris
ONCRETE: 60
TNO: 651906
[TWEIGHT(pcO: N/A
2UMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3590
3660
3630
50
FRACTURE
TYPE
ttten approval of HBC Engineering, Inc.
Date of Service:
Client No.:
Client:
Services:
03/06/1998 Report No.: 980663~
52617000 Project No.: 43-2452
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell
Belt Lin,
Coppell,
Obtain samples of fresh concrete at the placement locations, perform requir
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
4"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACESm~rr DATE: 03/06/1998
TIME SAMPLED: 5:20 am BY: Jl
WEATHER CONDITIONS: Cold
TEMPERATURE (F} - AIR 37
TRUCK NO: 5 12 TICKE
Am CONTENT (%): N/A UNI
PLACEMENT LOCATION:
See page 1
SAMPLE LOCATION: Line 5B, 2 ft. N & 2 ft. E
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 4.50 03/13/1998 7 107590
2 2 4.50 03/13/1998 7 106690
Average
2 3 4.50 04/03/1998 28
2 4 4.50 04/03/1998 28
AC
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the writ
01AK Page 2 of 6
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/17/1998
.97
BUsiness Center II
~ Rd. & Lakeshore Dr.
Texas
~d field test and cast
BATCH TIME: 5:00 am
tek Farris
)NCRETE: 60
NO: 651916
'WEIGHT (pc0: N/A
UUMULATIVE YARDS:
~OMPRESSIVE
STRENGTH
(psi)
3800
3770
3790
150
FRACTURE
TYPE
:eh approval of HBC Engineering, Inc.
CONCRETE COMPR . SIVE STRENGTH TE
Date of Service: 03/06/1998 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
980663~
43-2452
Coppell
Belt Lin
Coppeil,
Services: Obtain samples of fresh concrete at the placement locations, perform requil
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
4"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEME~rr DATE: 03/06/1998
TIME SAMPLED: 6:47 am BY: J
WEATHER CONDITIONS: Cold, wi
TEMPERATURE (F) - AIR 42 F C
TRUCK NO: 752 TICKI
AIR CONTENT (%): N/A t~
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Line 5D, 5 fi. N
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
3 I 4.00 03/13/1998 7 112430
3 2 4.00 03/13/1998 7 106970
Average
3 3 4.00 04/03/1998 28
3 4 4.00 04/03/1998 28
A£
This report is exclusively tbr the use of thc client indicated above and shall not be reproduced except in full without thc wr
01AK Page 3 of 6
-97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/17/1998
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 6:02 am
~ck Farris
ady
DNCRETE: 62 F
TNO: 651926
:r WEm~rr (pc0: N/A
CUMULATIVE YARDS: 250
COMPRESSIVE
STRENGTH
(psi)
3980
3780
3880
FRACTURE
TYPE
tten approval of HBC Engineering, Inc.
CONCRETE COMPP SIVE STRENGTH TES' f
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247 '
Date of Service:
Client No.:
Client:
03/06/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 98~ Report Date
03/17/1998
Project No.:
1
Project: Coppell ]Business Center II
Belt Lin~ Rd. & Lakeshore Dr.
CoppellJ Texas
Services: Obtain samples of flesh concrete at the placement locations, perform requir
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
4"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 03/06/1998
TIME SAMPLED: 7:55 am BY: J~
WEATHER CONDITIONS: Cold, wi:
TEMPERATURE (FI - AIR 42 F C~
TRUCK NO: 1805 TICKE
AIR CONTENT (%): N/A UNI
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Line 7E
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
4 1 5.00 03/13/1998 7 108680
4 2 5.00 03/13/1998 7 105220
Average
4 3 5.00 04/03/1998 28
4 4 5.00 04/03/1998 28
AC~
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the writ~
01AK Page 4 of 6
ed field test and cast
BATCH TIME: 7:20 am
tek Farris
ldy
}NCRETE: 62 V
rNO: 651938
r WEIGHT (pc0: N/A
2UMULATIVE YARDS: 350
~'OMPRESSIVE
STRENGTH
(psi)
3840
3720
3780
FRACTURE
TYPE
en approval of HBC Engineering, Inc.
CONCRETE COMPR SIVE STRENGTH TESq
Date of Service: 03/06/1998 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
980663t~
43-2452
Coppell
Belt Lin
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
4"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCaET~ CLASS: 9349
PLACEMENT OATE: 03/06/}998
TIME SAMPLED: 9:15 am BY: Jl
WEATHER CONDITIONS: . Cloudy,
TEMPERATURE (F) - AIR 42 V C,
TRUCK NO: 5 51 TICKE
AIR CONTENT (%): N/A UNI
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Line 5G
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
5 ! 4.25 03/13/1998 7 114470
5 2 4.25 03/13/1998 7 117940
Average
5 3 4.25 04/03/1998 28
5 4 4.25 04/03/1998 28
AC,
This report is exclusively tbr tile usc of thc client indicated above and shall not be reproduced except in full without thc wril
01AK Page 5 of 6
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
03/17/1998
Business Center II
.~ Rd. & Lakeshore Dr.
Texas
~d field test and cast
BATCH TIME: N/A
tek Farris
:old
)NCRETE: 60 F
rNo: 651955
r WEIGIrr (pc0: N/A
2UMULATIVE YARDS: 450
.'OMPRESSIVE
STRENGTH
(psi)
4050
4170
4110
FRACTURE
TYPE
en approval of HBC Engineering, Inc.
CONCRETE
COMPR SIVE STRENGTH TESs'
Date of Service: 03/06/1998
Client No.: 52617000
Client:
SLUMP:
AIR:
TEST METHOD:
Services:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9806639
Project No.:
Project:
43-2452.
Coppell
Belt Lin,
Coppell,
Obtain samples of fresh concrete at the placement locations, perform requir
compressive strength samples.**
PROJECT DATA
CONCRETE CLASS: 93 49
PLACEMENT DATE: 03/06/1998
TIME SAMPLED: 10:57 am BY: J,'
Butler Construction
Pioneer Concrete
22
WEATHER CONDITIONS: Cloudy,
TEMPERATURE (F) - AIR 42 F O
TRUCK NO: 806 TICKE
AIR CONTENT (%): N/A UN~
PLACEMENT LOCATION:
See page I
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
4"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Line 41, 3 ft. N
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
6 I 4.00
6 2 4.00
7 100810
7 102420
Average
6 3 4.00
6 4 4.00
03/13/1998
03/13/1998
04/03/1998
04/03/1998
Technician: Jack Farris
Report Distribution:
( 1 ) Lincoln Property Company
(1) Butler Construction
( l ) O'Brien & Associates
(I) AECC. Inc.
Started: 3:00 am
(1) City of Coppell/BIdg. lnsp.
(l) City of Coppell/Constr. lnsp.
28
28
Finished: 12:30
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wr
AC,
ENGII~F__RI/~, INC.
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Report Date
03/17/1998
.97
Business Center II
; Rd. & Lakeshore Dr.
Texas
~d field test and cast
BATCH TIME: 10:10 am
Lek Farris
:old
)NCRETE: 65 F
rNO: 651977
r WEIG~ (pcf): N/A
2UMULATIVE YARDS: 540
2OMPRESSIVE
STRENGTH
(psi)
3560
3620
3590
;ugene Harbour
Vice President
FRACTURE
TYPE
approval of HBC Engineering, Inc.
01AK Page 6 of 6