Northlake 635(3)-LR 980521CONCRETE COMPRI SIVE STRENGTH TEF
Date of Service: 04/22/1998
Report No.: 9810366
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 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: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 935 t
PLACEMEWr DATE: 04/22/1998
TIME SAMPLED: 9:15 am BY: Bl
WEATHER CONDITIONS: Clear, mi
TEMPERATURE (F) - AIR 66 F c¢
TRUCK NO: 738 TICKE~
AIR CONTENT (%): N/A UNr
PLACEMENT LOCATION:
Paving, between Buildings A & C
SAMPLE LOCATION: See attached diagram
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 6.75 04/29/1998 7 72040
1 2 6.75 04/29/1998 7 78590
Average
1 3 6.75 05/20/1998 28 104130
1 4 6.75 05/20/1998 28 105280
Average
AC(
Note: Contractor controlled water. Samples taken directly from truc
was tailgated. Slumps ranged from 6.00" to 9.00". This set of cylir
COMPLIES W/Project Specifications & ACI 318. v
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
01AK Page 1 of 2
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
)7
Report Date
05/21/1998
~usiness Center II
Rd. & Lakeshore Dr.
Fexas
d field test and cast
BATCH TIME: 9:08 am
ian Otis
d
NCRETE: 72 F
'NO: N/A
WEIGHT (pcf): N/A
UMULATIVE YARDS:
~MPRESSIVE
STRENGTH
(~i)
2550
2780
2670
3680
3720
3700
k. Paving
ders
80
en approval ofHBC Engin~ring, Inc.
CONCRETE COMPRI SIVE STRENGTH TE?
Date of Service: 04/22/1998 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
9810366
43-2452-
Coppell
Belt Lin,
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requin
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
See attached diagram
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT OATE: 04/22/1998
TIME SAMPLED: 10:31 am BY: BI
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 800
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
Clear, mi
68 F C¢
TICKEd
UNF
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
2 1 7.50 04/29/1998
2 2 7.50 04/29/1998
2 3 7.50 05/20/1998
2 4 7.50 05/20/1998
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 69630
7 61630
Average
28 95940
28 97870
Average
AC(
Note: See page 1 That of cylinders is > 500 psi iow and does NOT
Project specifications nor ACI 318. ~ -
Technician: Brian Otis
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(1) O'Brien & Associates
(1) AECC, Inc.
Started: 9:00 am Finished: 12:00
(1) City ofCoppell/Bldg. Insp.
(1) City of Coppell/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 wri~
01AK Page 2 of 2
97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/21/1998
~usiness Center II
Rd. & Lakeshore Dr.
Texas
:d field test and cast
BATCH TIME: 10:07 am
· ian Otis
id
~NCRETE: 72 F
· NO: N/A
? WEIGHT (pc0: N/A
:UMULATIVE YARDS:
~OMPRESSIVE
STRENGTH
(psi)
2460
2180
2320
3390
3460
3430
Comply with
170
FRACTURE
TYPE
Vice President
:n approval ofHBC Engin~ring, Inc.
STATISTICAL ANAL? IS OF CONCRETE
Date of Service:
Client No.:
Client:
05/22/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 98103661
Project No.: 43-2452-!
Project: Coppell [
Belt Line
Coppell,
Services: Review concrete compressive strengths for compliance with project specific
Code.
PROJECT DATA
SPECIFICATION REQUIREMENTS: 4000 psiS28 Days
CONCRETE CLASS: 9351
REPORT OF TESTS
NUMBER AIR CONCRETE
REPORT OF SLUMP CONTENT TEMP
DATE NUMBER SET SAMPLES (in.) (%) (F)
03/13/1998 9807191 1 2 5.50 4.0 60
03/13/1998 9807191 2 2 5.75 3.2 60
03/13/1998 9807191 3 2 5.00 3.0 60
03/13/1998 9807191 4 2 5.50 3.2 60
03/13/1998 9807191 5 2 5.50 3.0 60
03/13/1998 9807191 6 2 6.00 4.2 60
03/13/1998 9807191 7 2 5.75 4.2 60
03/13/1998 9807191 8 2 5.50 4.2 62
03/13/1998 9807191 9 2 5.00 3.0 61
03/13/1998 9807219 1 2 6.25 N/A 69
03/14/1998 9807272 I 2 5.50 3.0 60
03/14/1998 9807272 2 2 5.00 3.2 61
03/14/1998 9807272 3 2 5.50 3.0 60
03/14/1998 9807272 4 2 6.00 4.0 60
04/07/1998 9809120 1 2 5.00 N/A 80
04/07/1998 9809120 2 2 5.00 N/A 84
04/07/1998 9809120 3 2 4.50 N/A 88
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc wri
Il Page 1 of 2
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/22/1998
~usiness Center II
Rd. & Lakeshore Dr.
['exas
ttions and ACI 318 Building
COMPRESSIVE RUNNING
STRENGTH 3 TEST AVG
PSl PS!
3735
4110
4705 4183
4430 4415
4695 4610
4295 4473
4550 4513
4095 4313
4560 4402
4095 4250
4355 4337
4265 4238
4555 4392
4640 4487
4295 4497
4125 4353
4700 4373
:eh approval of HBC Engineering, Inc.
.Report No.:
DATE
9810366A ~ ~
04/22/1998
04/22/1998
NUMBER AIR CONCRETE
REPORT OF SLUMP CONTENT TEMP
NUMBER SET SAMPLES (in.) (%) (F)
9810366 1 2 6.75 N/A 72
9810366 2 2 7.50 N/A 72
An asterisk (*) appears next to test results which fall below 500 PSI of the pro.
Two asterisks (**) appear next to the averages which do NOT meet the proje,
Average of all sets of three consecutive strenghts does NOT equal or exceed the p
Average of 19 sets = 4280 PSI ~ 28 days
Standard Deviation = 365 PSI
Corrected Standard Deviation for 19 results = 400 PSI
4000 + 1.34 * 400 = 4536 PSI
4000 + 2.33 * 400 = 4432 PSI
Technician: Eugene Harbour
Report Distribution:
(l) Lincoln Property Company
(l) Butler Construction
(I) O'Brien & Associates
(i) AECC, lnc.
(1) City ofCoppell/Bldg. Insp.
(1) City ofCoppell/Constr. Insp.
(I) Mullen & Powell Technistructures
COMPRESSIVE RUNNING
STRENGTH 3 TEST AVG
PSI PSI
37110 4175
3425* 3942**
ect ~cations. -
.'t specifications.
:oject specifications.
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without the writt~
approval of HBC Engineering, Inc.
II Page 2 of 2
GONCRETE COMPRY"SIVE STRENGTH
Date of Service: 05/13/1998
Report No.: 9812354
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 l~
Belt Line
Coppell, r
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: 05/13/1998
TIME SAMPLED: 6:15 am BY: D~
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 71 F CO
TRUCK NO: 725 TICK~
AIR CONTENT (%): N/A UNn
PLACEMENT LOCATION:
Panels 85, 88, 89, 90, 95-106
SAMPLE LOCATION: Panels 88 & 89
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
I 1 5.50 05/20/1998 7 96590
1 2 5.50 05/20/1998 7 94900
Average
1 3 5.50 06/10/1998 28
1 4 5.50 06/10/1998 28
AC(
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri~
01AK Page I of 2
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
~7
Report Date
05/21/1998
usiness Center II
Rd. & Lakeshore Dr.
?exas
field test and cast
BATCH TIME: 5:49 am
'rin Phillips
NCRETE: 80 F
NO: 712112
'WEIGHT (pc0: N/A
UMULATIVE YARDS: 50
OMPRESSIVE
STRENGTH
(psi)
3420
3360
3390
FRACTURE
TYPE
cn approval of HBC Engineering, Inc.
GONCRETE COMP IVE STRENGTH
Date of Service: 05/13/1998 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
Services:
SLUMP:
AIR:
TEST METHOD:
9812354
43-2452-
Coppell ]
Belt Line
Coppell,
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
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
Panels 105 & 106
SAMPLE LOCATION:
DATE
TESTED
05/20/1998
05/20/1998
WEATHER CONDITIONS:
TEMPERATURE (r)- AIR
TRUCK NO: 725
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
MEASURED
SLUMP
(inches)
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 05/13/1998
TIME SAMPLED: 7:15 am aY: Da
Cloudy
72 F COl
TICKET
UNil
REPORT OF TESTS
ACC
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 105180
7 109740
Average
06/10/1998 28
06/10/1998 28
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
C
CYLINDER
MARKED
SET NO.
2 1 5.50
2 2 5.50
2 3 5.50
2 4 5.50
Technician: Darrin Phillips
Report Distribution:
(I) Lincoln Property Company
(I) Butler Construction
(!) O'Brien & Associates
(I) AECC, Inc.
Started: 3:00 am Finished: 9:00 am ~
(1) City ofCoppell/Bldg. Insp.
(1) City of Coppell/Constr. Insp.
(1) Mullen & Powell Technistructures
El
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without thc writt,
Report Date
05/21 / 1998
usiness Center II
Rd. & Lakeshore Dr.
'exas
field test and cast
BATCH TIME: 6:54 am
rin Phillips
qCRETE: 79 F
NO: 712120
WEIGHT (pc0: N/A
JMULATIVE YARDS: 130
IMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3720
3880
3800
Engineeri~
tgene Harbour
Vice President
:n approval of HBC Engincering, Inc.
01AK Page 2 of 2
CONCRETE COMPRI SIVE STRENGTH
Date of Service:
Client No.:
Client:
Services:
SLUMP:
AIR:
TEST METHOD:
04/22/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9810371
Project No.: 43-2452-
Project: Coppell
Belt Line
Coppell,
Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.**
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 19
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 2-E.9, 10-A.I, 10.9-A.9
DATE
TESTED
04/29/1998
04/29/1998
05/20/1998
05/20/1998
9810370.
CYLINDER
MARKED
SET NO.
Started:
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/22/1998
TIME SAMPLED: 5:40pm BY: Br
(I) City of Coppell/BIdg. lnsp.
( I ) City of Coppell/Constr. lnsp.
(l) Mullen & Powell Technistructures
MEASURED
SLUMP
(inches)
I I 6.50
i 2 6.50
1 3 6.50
I 4 6.50
Technician time on report
Technician: Brian Otis
Report Distribution:
(I) Lincoln Property Company
(I) Butler Construction
(I} O'Bricn & Associates
(I) AECC, inc.
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 763
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers
REPORT OF TESTS
Clear, mil
73 E co
TICKET
UNFI
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 81470
7 74920
Average
28 113750
28 117660
Average
Finished:
ACC
C
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without thc writtc
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/21/1998
~usiness Center II
Rd. & Lakeshore Dr.
?exas
field test and cast
BATCH TIME: 4:20 pm
tn Otis
CRETE: 78
NO: 685957
WEIGHT(~O: N/A
UMULATIVE YARDS: I0
)MPRESSIVE
STRENGTH
(psi)
2880
2650
2770
4020
4160
4090
FRACTURE
TYPE
E~Inc.
~geffe Harbour
Vice President
a approval of HBC Engineering, Inc.
01AK Page I of I
CONCRETE COMPR SIVE STRENGTH TE C .
Date of Service:
Client No.:
Client:
Services:
04/22/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9810350
Project No.: 43-2452-
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: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panel 64
CYLINDER
MARKED
SET NO.
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/22/1998
TIME SAMPLED: 5:46 am BY: B~
WEATHER CONDITIONS: Clear, mi
TEMPERATURE (F)-AIR 62 F C(
TRUCK NO: 1827 TICKE~
AIR CONTENT (%): N/A UNr
PLACEMENT LOCATION:
Panels 38, 42, 40, 78, 79, 64, 12, 5, 1, 2, 15, l I
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 5.50 04/29/1998 7 120200
I 2 5.50 04/29/1998 7 123340
Average
1 3 5.50 05/20/1998 28 122800
I 4 5.50 05/20/1998 28 120460
Average
AC{
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the writ
01AK Page I of 2
ENGINEERING, llq=
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/21/1998
lusiness Center II
Rd. & Lakeshore Dr.
Fexas
~d field test and cast
BATCH TIME: 5:18 am
'lan Otis
Id
'NCRETE: 68 F
NO: N/A
'WEIGHT (pcO: N/A
;UMULATIVE YARDS: 40
:OMPRESSIVE
STRENGTH
(psi)
4250
4360
4310
4340
4260
4300
FRACTURE
TYPE
en approval of HBC Engineering, Inc.
CONCRETE COMP IVE STRENGTH
Date of Service: 04/22/1998 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
9810350
43-2452-~
Coppell
Belt Lin,
Coppell,
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/21/1998
)7
~usiness Center II
Rd. & Lakeshore Dr.
Fexas
Services:
SLUMP:
AIR:
TEST METHOD:
Obtain samples of fresh concrete at the placement locations, perform requin
compressive strength samples.**
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STaEN~;TH: 3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
Butler Construction CONCRETE CLASS: 9337
Pioneer Concrete PLACEMENT DATE: 04/22/1998
16 TIME SAMPLED: 7:20 am BY: Br
WEATHER CONDITIONS: Clear, mil
TEMPERATURE (F) - AIR 66 F CO
TRt~CK NO: 1827
AIR CONTE~T (%): N/A
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Panel I
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP DATE
(inches) TESTED
04/29/1998
04/29/1998
05/20/1998
05/20/1998
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 102340
7 106410
Average
28 119380
28 118530
Average
2 1 6.00
2 2 6.00
Started: 3:00 am Finished: 9:00 am
(I) City of Coppell/Bldg. Insp.
(I) City of Coppell/Constr. Insp.
(I) Mullen & Powell Technistructures
2 3 6.00
2 4 6.00
Technician: Brian Otis
Report Distribution:
(!) Lincoln Property Company
(i) Butler Construction
(i) O'Brien & Associates
(I) AECC, Inc.
field test and cast
BATCH TIME: 6:30 am
TICKE'I
UNFI
ACC
C
lan Otis
NCRETE: 72 F
NO: N/A
WEIGHT(pc0: N/A
UMULATIVE YARDS:
DMPRESSIVE
STRENGTH
(psi)
3620
3760
3690
4220
4190
4210
~ Enginee~ '
Et~gene I-l~l~o u r
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri~
Vice President
140
FRACTURE
TYPE
approval of HBC Engineering, Inc.
01AK Page 2 of 2