Northlake 635(3)-LR 980519CONCRETE COMPREt IVE STRENGTH TES
Date of Service: 05/11/1998 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
9812071
43-24524
Coppell E
Belt Line
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requirl
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
4" min., 5" max
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 7:30 am
WEATHER CONDITIONS: Warm, ck
TEMPERATURE (F) - AIR 71 F CO
TRUCK NO: 519 TICKE'I
AIR CONTENT (%): N/A UNI'i
PLACEMENT LOCATION:
Building D, Panels 15, 14, 13, 12, 11, 10, 9, 8,
9337
05/11/1998
BY: De
SAMPLE LOCATION:
CYLINDER
MARKED
SET NO.
Panel 14
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
i I 7.00 05/18/1998 7 86640
1 2 7.00 05/18/1998 7 88320
Average
I 3 7.00 06/08/1998 28
! 4 7.00 06/08/1998 28
AC(
C
Note: See comments on page 2.
This report is exclusively for thc usc of the client indicated above and shall not be reproduced except in full without thc writl
01AK Page I of 3
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
'7
Report Date
05/19/1998
usiness Center II
Rd. & Lakeshore Dr.
?exas
field test and cast
BATCH TIME: N/A
Ratliff
tr, light wind
NCRETE: 78 F
NO: 712032
WEIGHT (pcO: N/A
6,5
3MULATIVE YARDS:
OMPRESSIVE
STRENGTH
(psi)
3060
3120
3090
150
FRACTURE
TYPE
m approval of HBC Engineering, Inc.
.Report No.: 9812071
Note: Panels 21, 27, 29, 28, S24, S25, 20, 19, 18, 17 and 16 were pl
to technician's arrival. HBC was not notified 24 hours prior to conc
placement. Concrete was batched on site and not getting proper mix o
prior to being placed in forms. Approximately 10 minutes passed from
of batching until placement of concrete into forms for tilt panels.
Superintendent with Butler Construction could not be located in order
him of problems. Samples taken from truck discharge; pump hose was n
accessible.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt
~ced prior
Fete
~ rotation
completion
to notify
)t
~'n approval of HBC Engineering, Inc.
01AK Page 2 of 3
CONCRETE COMPRW IVE STRENGTH TESr' ,
Date of Service: 05/11/1998
Report No.: 9812071
Client No.:
Client:
Services:
52617000 Project No.: 43-2452-9
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell B
Belt Line
Coppell,
Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.**
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/19/1998
,siness Center II
?.d. & Lakeshore Dr.
'exas
field test and cast
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
4" min., 5" max
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panel 6
CYLINDER
MARKED
SET NO.
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 05/11/1998
TIME SAMPLED: 9:00 am BY: De
WEATHER CONDITIONS: Warm, cie
TEMPERATURE (F) - AIR 74 F co~
TRUCK NO: 519 TICKET
AIR CONTENT (%): N/A UNIT
PLACEMENT LOCATION:
See page I
REPORT OF TESTS Acc
MEASURED MAXIMUM O
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 I 6.50 05/18/1998 7 86300
2 2 6.50 05/18/1998 7 88820
Average
2 3 6.50 06/08/1998 28
2 4 6.50 06/08/1998 28
BATCH TIME: N/A
Ratliff
tr, light wind
4CRETE: 80 F
NO: 712042
WEIGHT (pcf): N/A
UMULATIVE YARDS: 250
)MPRESSIVE
STRENGTH
(psi)
3050
3140
3100
FRACTURE
TYPE
Note: Placement cut back to 300 yds.
Panels 8, 9, and 10 had excess amount of dirt and trash in forms. Sul
was notified. Slump placement was set by pump operator and water add~
Technician: Del Ratliff
Report Distribution:
(!) Lincoln Property Company
(1) Butler Construction
(1) O'Brien & Associates
(1) AECC, Inc.
Started: 7:00 am Finished: I1:00 ~
(1) City of Coppcll/BIdg. lnsp.
(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 writte
)erintendent
;d by same.
tgene Harbour
Vice President
approval of HBC Engineering, Inc.
01AK Page 3 of 3
CONCRETE COMPRW' IVE STRENGTH TES
Date of Service: 04/20/1998
Report No.: 9810206
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 requir~
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/20/1998
TIME SAMPLED: 7:50 am BY: Ed
WEATHER CONDITIONS: Clear, sun
TEMPERATURE (F) - AIR 68 F COl
TRUCK NO: 730 TICKET
AIR CONTENT (%): N/A UNIT
PLACEMENT LOCATION:
Panels 45-60, 64, 65, 69, 70-77 on Building C
SAMPLE LOCATION: Panel 71
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (i~.furce)
1 1 5.25 04/27/1998 7 127380
I 2 5.25 04/27/1998 7 123260
Average
I 3 5.25 05/18/1998 28 175640
I 4 5.25 05/18/1998 28 176150
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 writa
01AK Page I of 3
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/19/1998
usiness Center II
Rd. & Lakeshore Dr.
field test and cast
BATCH TIME: 7:20 am
lie Elrod
~/CRETE: 72 V
NO: 702532
WEIGHT (pcf}: N/A
LIMULATIVE YARDS: 290
)MPRESSIVE
STRENGTH
(psi)
4500
4360
4430
6210
6230
6220
FRACTURE
TYPE
n approval of HBC Engineering, Inc.
CONCRETE COMPREr 31VE STRENGTH TES
Date of Service: 04/20/1998 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
9810206
43-24524
Coppell E
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 DATE: 04/20/1998
TIME SAMPLED: 8:45 am BY: Er
WEATHER CONDITIONS: Clear, su~
TEMPERATURE (F) - AIR 70 v co
TRUCKNO: 752 TICKE'I
AIR CONTENT (%): N/A tmn
PLACEMENT LOCATION:
See page i
SAMPLE LOCATION: Panel 74
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 I 5.50 04/27/1998 7 113880
2 2 5.50 04/27/1998 7 109400
Average
2 3 5.50 05/18/1998 28 197690
2 4 5.50 05/18/1998 28 196840
Average
AC(
This report is exclusively fur thc usc of thc client indicated above and shall not be reproduced except in full without the writ
01AK Page 2 of 3
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
'7
Report Date
05/19/1998
usiness Center II
Rd. & Lakeshore Dr.
?exas
field test and cast
BATCH TIME: 8:41 am
lie Elrod
ny
NCRETE: 74 V
NO: 702540
'WEIGHT (pc0: N/A
'UMULATIVE YARDS: 370
OMPRESSIVE
STRENGTH
(psi)
4030
3870
3950
6990
6960
6980
FRACTURE
TYPE
en approval of HBC Engineering, Inc.
CONCRETE COMP IVE STRENGTH TES
Date of Service: 04/20/1998
Report No.: 9810206
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
43-2452-!
Coppell l:
Belt Line
Coppell,
Services: Obtain samples of £resh concrete at the placement locations, perform require
compressive strength samples.**
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PriNT: 16
SPECIFICATION REQUIREMENTS
STRENGTh: 3500 psi ~ 28 Days
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/20/1998
TIME SAMPLED: 9:25 am BY: Ed
WEATHER CONDITIONS: Partly clo~
TEMPERATURE (F) - AIR 72 F CO
ENGINEERING, RqC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/19/1998
usiness Center II
Rd. & Lakeshore Dr.
?exas
field test and cast
BATCH TIME: 9:10 am
lie Elrod
~ICRETE: 72
SLUMP:
AIR:
TEST METHOD:
SAMPLE LOCATION:
11
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
Panel 76
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
3 1 5.75
3 2 5.75
3 3 5.75
3 4 5.75
Technician: Eddie Elrod
Report Distribution:
(I) Lincoln Property Co,npaqy
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC, Inc.
TRUCK NO: 556
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) Obs. force)
04/27/1998 7 122660
04/27/1998 7 116890
Average
05/18/1998 28 198800
05/18/1998 28 198480
Average
TICKE'I
UNI'I
ACC
C
Started: 6:00 alia Finished: 11:00 H~
(1) City of Coppell/Bldg. lnsp.
(1) City of Coppell/Constr. Insp.
(1) Mullen & Powell Technistmctures
El
NO: 702546
WEIGHT (pc0: N/A
UMULATIVE YARDS: 430
DMPRESSIVE
STRENGTH
(psi)
4340
4130
4240
7030
7020
7030
FRACTURE
TYPE
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writb
tgene Harbour
Vice President
:n approval of HBC Engin~ring, lac.
01AK Page 3 of 3
CONCRETE COMP IVE STRENGTH TES
Date of Service: 05/05/1998
Report No.: 9811522
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
Coppell
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: 22
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: 05/05/1998
TIME SAMPLED: 1:15 pm BY: Dc
WEATHER CONDITIONS: Warm, OV,
TEMPERATURE (F) - AIR 74 F CO
TRUCK NO: 552 TICKET
AIR CONTENT (%): N/A UNYI
PLACEMENT LOCATION:
Pier on southeast corner of Building B
SAMPLE LOCATION: Same
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 6.00 05/12/1998
I 2 6.00 05/12/1998
I 3 6.00 06/02/1998
1 4 6.00 06/02/1998
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 82480
7 84360
Average
28
28
ACC
C
Technician time on report 9811521.
Technician: Del Ratliff
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(1) O'Bricn & Associatcs
(I) AECC, Inc.
Started:
Finished:
(I) City of Coppell/Bldg. Insp.
(I) City ofCoppell/Constr. Insp.
(I) Mullen & Powell Tcchnistructures
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
05/19/1998
usiness Center II
Rd. & Lakeshore Dr.
'exas
field test and cast
BATCH TIME: 11:27 am
Ratliff
~rcast, windy
qCRETE: 88 F
NO: 708326
WEIGHT (pcf): N/A
UMULATIVEYARDS: 20
3MPRESSIVE
STRENGTH
(psi}
2920
2980
2950
Vice President
FRACTURE
TYPE
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ~
',n approval of HBC Engineering, Inc.
01AK Page I of 1