Northlake 635(5)-LR000619REPORT OF STRUCTL'? iAL STEEL INSPECTI '
Report No.: 0015443
Project No.: 94991456
Project: Coppell C,
1221 S. B~
Coppell, 'I
Date of Service: 06/13/2000
Client No.: 85229000
Client: Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Services: Structural steel inspection.
On this date, an HBC Engineering representative arrived at the above
jobsite as scheduled for structural steel inspection. A visual inspe~
conducted on Building A, Roof Level Framing between lines A to D and
lines A to M and 1 to 4, and lines J to M and 4 to 10 as noted below.
ENG~nERR~, R~C~
a division of'l~afi-~Oft
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Technician: Randy Walcker
Report Distribution:
(1) Traaswestern Property Company
(1) O'Brien & Associates
(1) Technistmctures, Inc.
(1) Butler Construction
1. Column anchor bolts, unable to inspect due to
blockout being full of wate~-.
2. Joist and girder seat welds were determined to
be compliant.
3. Joist bridging was not complete.
(1) City of Coppell
(1) City of Coppell E
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt~
)mmerce Center
:ltline (Bldg. A)
exas
'eferenced
:tion was
to 10,
Report Date
06/19/2000
agene Harbour
Vice President
approval of HBC Engineering, Inc.
99SDS Page 1 of 1
CONCRETE COMPRE SIVE STRENGTH TES
Date of Service: 06/09/2000
Client No.: 85229000
Report No.: 0015169
Project No.: 9499145~
Client:
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Project: Coppell
1221 $. i
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
PLANT: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
3-5"
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MIX I.D.: N/A
PLACEMENT DATE: 06/09/2000
TIME SAMPLED: 4:45am BY: $
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
AIR CONTENT (%): 4.1
PLACEMENT LOCATION:
Paving N face of bldg. A & B
Cloudy,
74 F o
TICKE
UN!
REPORT OF TESTS
AC
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
I 1 5.50 06/16/2000 7 83230
1 2 5.50 06/16/2000 7 76410
Average
I 3 5.50 07/07/2000 28
I 4 5.50 07/07/2000 28
Sample location: 20' N x 15' E of NW corner of bldg.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
0ILL Page I of 5
a division of
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/19/2000
ommerce Center
eltline (Bldg. A)
Texas
d field test and cast
BATCH TIME: 4:00am
~ane Spinks
ain
)NCRETE: 69 F
r NO: N/A
r WEIGHT (pc0: N/A
EUMULATIVE YARDS: 50
COMPRESSIVE
STRENGTH
(psi)
2940
2700
2820
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPR oSIVE STRENGTH TES?
Date of Service:
Client No.:
Client:
Services:
06/09/2000
85229000
Report No.: 0015169
Project No.: 94991451
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Project: Coppell
1221 S.
Copper
Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
3-5"
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
MIX I.D.: N/A
PLACEMENT DATE:
TIME SAMPLED: 6:20am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
AIR CONTENT (%): 4.6
PLACEMENT LOCATION:
See page 1
06/09/2000
BY: S]
Cloudy,
75 F cz
TICKE'
UNI
SAMPLE LOCATION: 30' N x 25' W of NW comer of bldg.
REPORT OF TESTS
AC,
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 I 5.75 06/16/2000 7 121160
2 2 5.75 06/16/2000 7 110310
Average
2 3 5.75 07/07/2000 28
2 4 5.75 07/07/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
01LL Page 2 of 5
a divi~io, o/l[~ac~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/19/2000
',ommerce Center
;eltline (Bldg. A)
texas
d field test and cast
BATCH TIME: 5:30am
lane Spinks
aln
INCRETE: 70 F
r NO: N/A
WEIGItT (pcf): N/A
IIVIULATIVE YARDS: 150
:OMPRESSIVE
STRENGTH
(psi)
4280
3900
4090
FRACTURE
TYPE
Len approval of HBC Engineering, Inc.
CONCRETE COMPREr $IVE STRENGTH TES?
Date of Service: 06/09/2000 Report No.: 0015169
Client No.: 85229000 Project No.: 94991451
Client: Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive,//450
Dallas TX 75251
Coppell
1221 S.
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
PLANT: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
3-5"
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
PROJECT DATA
MIX I.D.: N/A
PLACEMENT DATE:
TIME SAMPLED: 8:05am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: N/A
AIR CONTENT (%): 3.8
PLACEMENT LOCATION:
See page I
06/09/2000
BY: S1
Cloudy,
78 F c(
TICKE'
UN1
SAMPLE LOCATION: See below
REPORT OF TESTS
AC~
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 1 6.25 06/16/2000 7 114050
3 2 6.25 06/16/2000 7 108830
Average
3 3 6.25 07/07/2000 28
3 4 6.25 07/07/2000 28
Sample location: 30' N x 10' E of NE corner of Bldg B
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ
OILL Page 3 of 5
ENGINEERING, INC.
a division ofl[n-a:~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/19/2000
~.ommerce Center
;eltline (Bldg. A)
l'exas
d field test and cast
BATCH TIME: 7:00am
rune Spinks
ain
~NCRETE: 70 F
NO: N/A
WEIGHT (pcf): N/A
.~UMULATIVE YARDS: 250
:OMPRESSIVE
STRENGTH
(psi)
4030
3850
3940
FRACTURE
TYPE
~en approval of HBC Engineering, Inc.
CONCRETE COMPRE $IVE STRENGTH
Date of Service: 06/09/2000 Report No.: 0015169
Client No.: 85229000 Project No.: 9499145.
Client: Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Coppell ~
1221 S. ]
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
PLANT: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
3-5"
3-5%
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
MIX I.D.: N/A
PLACEMENT DATE: 06/09/2000
TIME SAMPLED: 10:00am BY: S
WEATHER CONDITIONS: Cloudy,
TEMPERATURE (F) - AIR 78 F
TRUCK NO: N/A TICKE
AIR CONTENT (%): 3.5
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: See below
REPORT OF TESTS
A£
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
4 1 6.50 06/16/2000 7 90010
4 2 6.50 06/16/2000 7 94870
Average
4 3 6.50 07/07/2000 28
4 4 6.50 07/07/2000 28
Sample location: 30' N x 7' W of NE corner of bldg.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wE
01LL Page 4 of 5
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/19/2000
:ommerce Center
ieltline (Bldg. A)
Texas
'~d field test and cast
BATCH TIME: 9:20am
bane Spinks
rain
)NCRETE: 70 F
r NO: N/A
T WEmnT (pc0: N/A
CUMULATIVE YARDS: 380
COMPRESSIVE
STRENGTH
(psi)
3180
3350
3270
FRACTURE
TYPE
tten approval of HBC Engineering, Inc.
CONCRETE COMPRE IVE STRENGTH TES.
Date of Service:
Client No.:
Client:
06/09/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0015169
Project No.: 9499145(
Project: Coppell £
1221 S. l~
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
PLANT: N/A
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
3-5"
3-5%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
MIX I.D.: N/A
PLACEMENT DATE: 06/09/2000
TIMESAMPLED: ll:20am BY: SI
WEATHER CONDITIONS: Cloudy, r;
TEMPERATURE (F) - AIR 79 F CC
TRUCK NO: N/A TICKEq
AIRCONTENT (%): 4.0 UNIq
PLACEMENT LOCATION:
See page 1
SAMPLE LOCATION: See below
REPORT OF TESTS
AC(
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
5 1 7.00 06/16/2000 7 81290
5 2 7.00 06/16/2000 7 87880
Average
5 3 7.00 07/07/2000 28
5 4 7.00 07/07/2000 28
Sample location: 20' N x 20' W of NE corner of bldg. B
Technician: Shane Spinks
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associates
(I) Technisa'uctures, Inc.
(1) Butler Construction
Started: 3:00am Finished: 12:00pm H~
(1) City of Coppell
(1) City of Coppell ]:
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt
a division of 1Ft~tmmn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/19/2000
'.ommerce Center
eltline (Bldg. A)
[~exas
field test and cast
BATCH TIME: 10:45am
Lne Spinks
tin
NCRETE: 73 F
'NO: N/A
' WEIGHT (pcf): N/A
:UMULATIVE YARDS: N/A
:OMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
2870
3110
2990
ugene Harbour
Vice President
m approval of HBC Engineering, Inc.
01LL Page 5 of 5