Northlake 635(3)-LR 980518CONCRETE COMPREr IVE STRENGTH TES
Date of Service: 04/16/1998
Report No.: 9809887
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 B
Belt Line
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 10
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/16/1998
TIME SAMPLED: 1:45 pm BY: Br
WEATHER CONDITIONS: Cloudy, r~
TEMPERATURE (F) - AIR 70 r co~
TRUCK NO: 514 TICKET
AIR CONTENT (°,4): N/A UNIX
PLACEMENT LOCATION:
Piers, Building C
SAMPLE LOCATION: 7-P.5, 7-P, I-Q
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP DATE
(inches) TESTED
I 1 6.50 04/23/1998
I 2 6.50 04/23/1998
1 3 6.50 05/14/1998
1 4 6.50 05/14/1998
Note: Samples taken directly from truck.
Technician time on report 9809886.
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 117250
7 119410
Average
28 153630
28 146440
Average
ACC
C
Technician: Brian Otis
Report Distribution:
(I) Lincoln Property Company
(I) Buffer Construction
(I) O'Brien & Associates
(I) AECC, Inc.
Started:
Finished:
(I) City ofCoppell/Bldg. Insp.
(!) City of Coppell/Constr. Insp.
(I) Mullen & Powell Technistructures
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the writ~
ENG~NG, ~I
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/18/1998
usiness Center II
Rd. & Lakeshore Dr.
'exas
I field test and cast
BATCH TIME: 12:54 pm
an Otis
ild
qCRETE: 75 F
NO: N/A
WEIGHT (pc0: N/A
UMULATIVE YARDS:
~MPRESSIVE
STRENGTH
(psi)
4150
4220
4190
5430
5180
5310
10
FRA~URE
TYPE
~l~g, Inc.
~ne Harbour
Vice President
approval of HBC Engineering, Inc.
01AK Page I of I
CONCRETE COMPREr IVE STRENGTH TES
Date of Service: 04/16/1998
Report No.: 9809880
Client No.: 52617000 Project No.: 43-24524
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppell E
Belt Line
Coppell, 7
Services: Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/16/1998
TIME SAMPLED: 7:00 am BY: F~
WEATHER CONDITIONS: Partly cio
TEMPERATURE (F)-AIR 55 F CO
TRUCK NO: 1884 TICKE'!
AIR CONTENT (%): N/A UNn
PLACEMENT LOCATION:
Building C, Panels 117, 118, !19, 120, 121, 122
SAMPLE LOCATION: Panel 120
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 I 5.25 04/23/1998 7 110190
1 2 5.25 04/23/1998 7 109240
Average
I 3 5.25 05/14/1998 28 133320
I 4 5.25 05/14/1998 28 128350
Average
ACC
C
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without thc writ~
01AK Page 1 of 3
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/18/1998
~7
usiness Center II
Rd. & Lakeshore Dr.
?exas
field test and cast
BATCH TIME: 6:45 am
lie Elrod
~dy, cool
NCRETE: 65 F
NO: 702431
'WEIGHT (pc0: N/A
123, 124, 3, 4, 6, 7, 8
~MULATIVE YARDS: 60
OMPRESSIVE
STRENGTH
(psi)
3900
3860
3880
4710
4540
4630
FRACTURE
TYPE
:n approval of HBC Engineering, Inc.
CONCRETE COMPRF IVE STRENGTH TES
Date of Service: 04/16/1998
Report No.: 9809880
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 l~
Belt Line
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT OATE: 04/16/1998
TIME SAMPLED: 8:45 am BY: F_~
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1884
AIR CONTENT (%}: N/A
PLACEMENT LOCATION:
See page I
Partly cio
60 v c~
TICKE1
SAMPLE LOCATION: Panel 4
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
2 I 4.75 04/23/1998
2 2 4.75 04/23/1998
2 3 4.75 05/14/1998
2 4 4.75 05/14/1998
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 102140
7 106630
Average
28 132810
28 128350
Average
AC(
This report is exclusively for the use of thc client indicated above and sl~all not be reproduced except in full without the wri~
01AK Page 2 of 3
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
~7
Report Date
05/18/1998
.usiness Center II
Rd. & Lakeshore Dr.
['exas
field test and cast
BATCH TIME: 8-'05 am
lie Elrod
Jdy, cool
NCRETE: 70 F
No: 702441
'WEIGHT (pc0: N/A
!UMULATIVE YARDS:
OMPRESSIVE
STRENGTH
(psi)
3610
3770
3690
4700
4540
4620
160
FRACTURE
TYPE
en approval of HBC Engineering, Inc.
CONCRETE COMPREr IVE STRENGTH TES'",
Date of Service: 04/16/1998
Report No.: 9809880
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
43-24524
Coppell E
Belt Line
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requin
compressive strength samples.**
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
Butler Construction
Pioneer Concrete
16
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/16/1998
TIME SAMPLED: 9:30 am BY: Ed
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/18/1998
usiness Center II
Rd. & Lakeshore Dr.
'exas
field test and cast
BATCHTIME: 9:13 am
ie Elrod
SLUMP:
AIR:
TEST METHOD:
SPECIFICATION REQ[JIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panel 7
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
3 1 5.00
3 2 5.00
3 3 5.00
3 4 5.00
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 65 F CO:
TRUCK NO: 514 TICKET
AIR CONTENT (%): N/A UNrI
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
04/23/1998 7 118100
04/23/1998 7 113700
Average
05/14/1998 28 153350
05/14/1998 28 145870
Average
Technician: Eddie Elrod
Report Distribution:
(1) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(1) AECC, Inc.
ACC
C,
Started: 5:00 am Finished: 11:00 ~
(1) City of Coppell/Bldg. Insp.
(1) City of Coppell/Constr. Insp.
(1) Mullen & Powell Technistructures
El
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt{
qCRETE: 72 F
NO: 702447
WEIGHT (pc0: N/A
UMULATIVE YARDS: 220
)MPRESSIVE
STRENGTH
(psi)
4180
4020
4100
5420
5160
5290
Eng~Inc.
~gene Harbour
Vice President
FRACTURE
TYPE
approval of HBC Engineering, Inc.
01AK Page 3 of 3
CONCRETE COMPREr IVE STRENGTH TES
Date of Service: 04/17/1998 Report No.: 9810004
Client No.: 52617000 Project No.: 43-2452-!
Client: Lincoln Property Company Project: Coppell l~
3300 Lincoln Plaza/Larry Moon Belt Line
500 North Akard Street
Dallas TX 75201-3394 Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir~
compressive strength samples.**
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/17/1998
TIME SAMPLED: 11:30 am BY: Br
WEATHER CONDITIONS: Clear, mil
TEMPERATURE (F) - AIR 56 F CO
~7
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/18/1998
.usiness Center II
Rd. & Lakeshore Dr.
?exas
SLUMP:
AIR:
TEST METHOD:
SAMPLE LOCATION:
H
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
I I-A, 1 I-D, I I-D.5
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 7.00
I 2 7.00
1 3 7.00
1 4 7.00
Technician time
on report
Technician: Brian Otis
Report Distribution:
(I) Lincoln Property Company
(1) Butler Construction
(i) O'Brien & Associates
(1) AECC, Inc.
TRUCK NO: 855
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers, Building A
TICKET
UNFI
REPORT OF TESTS ACC
MAXIMUM C
DATE AGE LOAD
TESTED (days) (lbs. force)
04/24/1998 7 104650
04/24/1998 7 102730
Average
05/15/1998 28 129290
05/15/1998 28 124670
Average
9810003.
Started: Finished:
(I) CiW ofCoppell/Bldg, lnsp.
(1) City ofCoppell/Constr, lnsp.
(1) Mullen & Powell Technistructures
El
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc writtc
field test and cast
BATCHTIME: 10'50 am
In Otis
CRETE: 75 g
NO: N/A
WEIGHT (pc0: N/A
UMULATIVE YARDS:
~)MPRESSIVE
STRENGTH
(psi)
3700
3630.
3670
4570
4410
4490
Eng~ Inc.
tgene Harbour
Vice President
10
FRACTURE
TYPE
approval of HBC Engineering, Inc.
01AK Page I of 1
CONCRETE COMP IVE STRENGTH TES
Date of Service: 04/17/1998
Report No.: 9810002
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 E
Belt Line
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: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi @ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/17/1998
TIME SAMPLED: 7:00 am BY: Bt
WEATHER CONDITIONS:
TEMPERATURE (F} - AIR
TRUCK NO: 842
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Panels 9, 10, 20-37, 43, 44
Clear, mil
54 g cc
TICKE1
SAMPLE LOCATION: Panel 21
CYLINDER
MARKED
SET NO.
Note:
load.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
AC(
1 I 4.50 04/24/1998 7 113670
I 2 4.50 04/24/1998 7 117750
Average
1 3 4.50 05/15/1998 28 143610
1 4 4.50 05/15/1998 28 146800
Average
Contractor controlled water. 30 to 50 gallons of water was ad
Concrete was batched on site. All samples taken from truck.
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without thc wriV
01AK Page I of 3
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/18/1998
,usiness Center II
Rd. & Lakeshore Dr.
[~exas
field test and cast
BATCH TIME: 6:38 am
ian Otis
d
NCRETE: 74 F
NO: N/A
'WEIGHT (pc0: N/A
!UMULATIVE YARDS: 70
OMPRESSIVE
STRENGTH
(mi)
4020
4160
4090
5080
5190
5140
ded to each
FRACTURE
TYPE
en approval of HBC Engineering, Inc.
CONCRETE COMPRF IVE STRENGTH TES'"'
Date of Service: 04/17/1998
Report No.: 9810002
Client No.: 52617000 Project No.: 43-24524
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppell lq
Belt Line
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir~
compressive strength samples.**
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: ] 6
SPECIFICATION REQUIREMENTS
3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMEWr OATE: 04/17/1998
TIME SAMPLED: 8248 am BY: Br
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 857
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
Clear, mil
56 V CO
TICKE'I
UNI1
SAMPLE LOCATION: Panel 26
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 8.00' 04/24/1998 7
2 2 8.00 * 04/24/1998 7
2 3 8.00' 05/15/1998 28
2 4 8.00* 05/15/1998 28
Note: See page 1. 50 gallons of water added to this
84400
85430
Average
102910
107140
Average
load.
ACC
£
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writl
01AK Page 2 of 3
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/18/1998
usiness Center II
Rd. & Lakeshore Dr.
?exas
field test and cast
BATCH TIME: 7:49 am
in Otis
CRETE: 74 V
NO: N/A
WEIGHT (pc0: N/A
UMULATIVE YARDS:
OMPRESSIVE
STRENGTH
(psi)
2980
3020
3000
3640
3790
3720
160
FRACTURE
TYPE
en approval of HBC Engineering Inc.
CONCRETE COMP IVE STRENGTH TES
Date of Service: 04/17/1998
Report No.: 9810002
Client No.: 52617000 Project No.: 43-2452-~
Client: Lincoln Property Colnpany Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppeil E
Belt Line
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir~
compress ive strength samples.* *
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTh: 3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT OATE: 04/17/1998
TIME SAMPLED: 10:55 am BY: Br
WEATHER CONDITIONS:
TEMPERATURE (F} - AIR
TRUCK NO: 842
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page !
Clear, mil
55 F co
TICKEI
UNrl
SAMPLE LOCATION: Panel 35
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
3 1 7.00* 04/24/1998
3 2 7.00* 04/24/1998
3 3 7.00* 05/15/1998
3 4 7.00* 05/15/1998
* Note: See page 1. 40 gallons of
Technician time on report 9810003.
REPORT OF TESTS
water
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 101720
7 99620
· Average
28 130870
28 124670
Average
added to this load.
AC(
£
Technician: Brian Otis
Report Distribution:
(1) Lincoln Property Company
(I) Butler Construction
(i) O'Brien & Associates
(I) AECC, Inc.
Started: Finished:
(I) City of Coppell/Bldg. 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 writ~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/18/1998
,7
usiness Center II
Rd. & Lakeshore Dr.
?exas
field test and cast
BATCH TIME: 10:00 am
~n Otis
d
NCRETE: 75 F
NO: N/A
'WEIGHT (pcf): N/A
UMULATIVE YARDS: 280
OMPRESSIVE
STRENGTH
(psi)
3600
3520
3560
4630
4410
4520
FRACTURE
TYPE
Enginee.~nc.
ugene Harbour
Vice President
en approval of HBC Engineering, Inc.
01AK Page 3 of 3