Northlake 635(3)-LR 980818CONCRETE COMPR ' SIVE STRENGTH
Date of Service: 07/17/1998 Report No.: 981835'
Client No.: 52617000 Project No.: 43-245:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppell
Belt Li~
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi
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: 9351
PLACEMENT DATE: 07/17/199
TIME SAMPLED: 5:55 am BY:
WEATHER CONDITIONS: Sunny
TEMPERATURE (F)- AIR 82 F
TRUCK NO: 858 TICI
AIR CONTENT (%): N/A Ur
PLACEMENT LOCATION:
Paving south end of Building D
SAMPLE LOCATION: 44'E/! st dock door, from E/W
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 5.00 07/24/1998 7 86380
1 2 5.00 07/24/1998 7 87550
Average
1 3 5.00 08/14/1998 28 104740
I 4 5.00 08/14/1998 28 109550
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the
01TM Page 1 of 4
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
08/18/1998
Business Center II
~e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 5:43 am
3arrin Phillips
clear
7ONCRETE: 88 F
ETNO: 728975
liT WEIGHT (peO: N/A
~CUMULATIVE YARDS: 50
COMPRESSIVE
STRENGTH
(psi)
3050
3100
3080
3700
3870
3790
FRACTURE
TYPE
ritten approval of HBC Engineering, Inc.
CONCRETE COMPR SIVE STRENGTH TE ""Y
Date of Service: 07/17/1998 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
981835
43-245~
Coppel]
Belt Li~
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 1 6
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/17/1998
TIME SAMPLED: 7.' 10 am BY:
WEATHER CONDITIONS: Sunny
TEMPERATURE (F) - AIR 83 F
TRUCK NO: 843 TIC}
AiR CONTENT (%): N/A Ur
PLACEMENT LOCATION:
See page 1
SAMPLE LOCATION: 20'9" W/I st island, from E/W
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 5.75 07/24/1998 7 84810
2 2 5.75 07/24/1998 7 86960
Average
2 3 5.75 08/14/1998 28 120620
2 4 5.75 08/14/1998 28 124750
Average
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without thc
01TM Page 2 of 4
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
.97
Report Date
08/18/1998
Business Center II
,e Rd. & Lakeshore Dr.
Texas
'ed field test and cast
BATCH TIME: N/A
)atria Phillips
clear
:ONCRETE: 90 F
ST NO: 728986
IT WEIGHT (pc0: N/A
.~CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3000
3080
3040
4270
4410
4340
150
FRACTURE
TYPE
itten approval of HBC Engineering, Inc.
CONCRETE COMPR? SIVE STRENGTH TE /TM.
Date of Service: 07/17/1998 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
981835~
43-245~
Coppell
Belt Lil
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi
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: 9351
PLACEMENT DATE: 07/17/1998
TIME SAMPLED: 8:15 am BY:
WEATHER CONDITIONS: Sunny
TEMPERATURE(F)- AIR 88 F
TRUCK NO: 843 TICm
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: 15'8" W/3rd island, from E/W
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 1 5.00 07/24/1998 7 89560
3 2 5.00 07/24/1998 7 86030
Average
3 3 5.00 08/14/1998 28 118660
3 4 5.00 08/14/1998 28 121000
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the
01TM Page 3 of 4
8901 Carpenter Frwy., Suite gl00
Dallas, Texas 75247
.97
Report Date
08/18/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: N/A
)arrin Phillips
Clear
iONCRETE: 90 F
~T NO: 728975
IT WEIGHT (PCO: N/A
Al ;CUMULATIVE YARDS: 230
COMPRESSIVE
STRENGTH
(psi)
3170
3040
3110
4200
4280
4240
FRACTURE
TYPE
ittcn approval of HBC Engineering, Inc.
.CONCRETE COMPI SIVE STRENGTH TE?
Date of Service: 07/17/1998 Report No.: 981835!
Client No.: 52617000 Project No.: 43-245~
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moou
500 North Akard Street
Dallas TX 75201-3394
Coppell
Belt Lit
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRV_~GTH: 4000 psi ~ 28 Days
5**
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/17/1998
TIME SAMPLED: 9:20 am BY:
WEATHER CONDITIONS: Sunny
TEMPERATURE (F)-AIR 88 F
TRUCK NO: 803 TICK
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: 5'W/5th island, island runs E/W
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
4 I 5.75
4 2 5.75
4 3 5.75
4 4 5.75
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
07/24/1998 7 90840
07/24/1998 7 87240
Average
08/14/1998 28 110980
08/14/1998 28 114710
Average
A~
Technician: Darrin Phillips
Report Distribution:
(I) Lincoln Property Company
(!) Butler Construction
(I) O'Brien & Associates
(i) AECC, Inc.
Started: 3:30 am Finished: 11:30
(1) City ofCoppell/Bldg. Insp.
( 1 ) City of Coppell/Constr. I nsp.
(1) 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 w
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
,97
Report Date
08/18/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 9:04 am
)arrin Phillips
clear
:ONCRETE: 91 F
~T NO: 729004
IT WEIGHT (pc0: N/A
~CUMULATIVE YARDS: 320
COMPRESSIVE
STRENGTH
(psi)
3210
3080
3150
3920
4060
3990
FRACTURE
TYPE
'~ gin~nc
.~ gn .
Eugene l~trbour
Vice President
~tten approval of HBC Engineering, Inc.
01TM Page 4 of 4
REPORT OF STRUC JRAL STEEL INSPEC'I iON
Date of Service: 08/03/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/L~ Moon
500 North Akard Street
Dallas TX 75201-3394
Services: Structural steel inspection.
Report No.: 982030
Project No.: 43-245:
Project: Coppel
Belt Lil
Coppel]
On this date, an HBC Engineering representative arrived at the above
jobsite as scheduled for structural steel inspection on roof deck a~
Building D. As directed by Mr. Chris Butler with Butler Constructi¢
inspections were performed on roof deck attachment conditions throu(·
D. The only specification available indicated Hilti pins on 6-inch
it was noted that deck was puddle welded on 12-inch centers instead.
stated that there was a change order issued. Therefore, the inspectJ
Observations were as follows:
2o
Welds were on 12-inch centers. However, according to Mr. G~
with Mullin & Powell Technistructures they should be on 6-ir
centers at all supports including perimeters.
Butt splices in deck support angles (including expansion joJ
have not been welded at vertical legs as required.
Locations where welds were missing or otherwise non-conformJ
were marked with orange paint.
Side lap screws marked during a previous trip have not yet
corrected.
Technician: Ray Waldrop
Report Distribution:
(I) Lincoln Property Company
(I) Buffer Construction
(1) O'Brien & Associates
(I) AECC, Inc.
(I) City of Coppell/Bldg lnsp.
(1) City of Coppell/Constr. Insp.
(I) Mullen & Powell Tecimistructures
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wr
8901 Carpenter Frwy., Suite #100
Dallas, Te:r~ 75247
-97
Report Date
08/18/1998
Business Center II
le Rd. & Lakeshore Dr.
Texas
referenced
5achment,
,n, visual
hout Building
centers and
Mr. Butler
.on proceeded.
.nt
.ch
nts)
ng
,een
En , Inc.
D. Smith, P.E.
Project Engineer
tten approval of HBC Engineering, inc.
99SS Pa~e 1 of I