Northlake 635(3)-LR 980427CONCRETE
COMPI SIVE STRENGTH TEo 1'
Date of Service: 03/25/1998 Report No.: 980809~.
Client No.: 52617000 Project No.: 43-245~
Client: Lincoln Property Company Project: Coppell
3300 Lincoln Plaza/Larry Moon Belt Lit
500 North Akard Street
Dallas TX 75201-3394 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: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 3349
PLACEMENT DATE: 03/25/1998
TIME SAMPLED: 4:15 am BY:
WEATHER CONDITIONS: Partly
TEMPERATURE (F) - AIR 64
TRUCK NO: N/A TICK]
AIR CONTENT (%): N/A o~
PLACEMENT LOCATION:
Building C slab, I-Q, 3-5
SAMPLE LOCATION: 4.5, 1.5
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURE~) MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 5.00 04/01/1998 7 108640
I 2 5.00 04/01/1998 7 113650
Average
1 3 5.00 04/22/1998 28 125690
1 4 5.00 04/22/1998 28 123140
Average
A~
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~
01AK Page I of 5
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
04/27/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: N/A
iddie Elrod
oudy, cool
ONCRETE: 70 F
:T NO: N/A
iT WEIGHT (0c0: N/A
2CUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH
(psi)
3840
4020
3930 '
4440
4350
4400
FRACTURE
TYPE
Hen approval of HBC Engineering, Inc.
t-CONCRETE COMPI 'SSIVE STRENGTH TE , £
Date of Service: 03/25/1998 Report No.: 9808095
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 requit
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
3-6%
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 3349
PLACEMENT DATE: 03/25/1998
TIME SAMPLED: 6:45 am BY:
WEATHER CONDITIONS: Partly
TEMPERATURE (F) - AIR 64
TRUCK NO: 749
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: 4.K
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (Ib~ force)
2 1 5.00 04/01/1998 7 119110
2 2 5.00 04/01/1998 7 116760
Average
2 3 5.00 04/22/1998 28 135340
2 4 5.00 04/22/1998 28 137250
Average
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the v
01AK Page 2 of 5
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/27/1998
-97
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: N/A
ddie Eirod
~udy, cool
F CONCRETE: · 68 g
TIC~a~T NO: 664670
UN IT WEIGHT (pc0: N/A
A( :CUMULATIVE YARDS: 260
COMPRESSIVE
STRENGTH
(psi)
4210
4130
4170
4790
4850
4820
FRACTURE
TYPE
itten approval of HBC Engineering, Inc.
CONCRETE COMPRr SIVE STRENGTH TEe r
Date of Service: 03/25/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 980809'.
Project No.: 43-2452
Project: Coppell
Belt Lin
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: 27
SPECllqCATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
3-6%
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 3349
PLACEMENT DATE: 03/25/1998
TIME SAMPLED: 8:00 am BY:
WEATHER CONDITIONS: Partly
TEMPERATURE (F) - AIR 66
TRUCK NO: 749
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: 4.7, M
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
3 1 7.00 04/01/1998 7 100060
3 2 7.00 04/01/1998 7 101490
Average
3 3 7.00 04/22/1998 28 131870
3 4 7.00 04/22/1998 28 136600
Average
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wr
01AK Page 3 of 5
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/27/1998
.97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: N/A
;ddie Elrod
oudy, cool
F £ ONCRETE: 70 F
TlCm:T NO: 664685
UN FT WEIGHT (pc0: N/A
A{ iCUMULATIVE YARDS: 360
COMPRESSIVE
STRENGTH
(psi)
3540
3590
3570
4660
4830
4750
FRACTURE
TYPE
tten approval of HBC Engineering, inc.
CONCRETE COMPI SIVE STRENGTH r
Date of Service: 03/25/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 980809
Project No.: 43-245;
Project: Coppell
Belt Lin
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requil
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 3349
PLACEMENT DATE: 03/25/1998
TIME SAMPLED: 9:45 am BY: [:
WEATHER CONDITIONS: Partly cl
TEMPERATURE (F) - AIR 70 F c
TRUCK NO: 803 TICK[
AIR CONTENT (%): N/A UN~
PLACEMENT LOCATION:
See page 1
SAMPLE LOCATION: 4.5, N.2
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
4 I 5.25 04/01/1998
4 2 5.25 04/01/1998
4 3 5.25 04/22/1998
4 4 5.25 04/22/1998
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 114100
7 112510
Average
28 129690
28 129990
Average
AC
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri~
0 I.A.K Page 4 of 5
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/27/1998
.97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 9:07 am
ddie Elrod
~udy, cool
DNCRETE: 72 F
TNO: 664701
T WEIGHT (per): N/A
CUMULATIVE YARDS: 450
UOMPRESSIVE
STRENGTH
(psi)
4030
3980
4010
4590
4600
4600
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
"CONCRETE COMPRe"gSIVE STRENGTH TE"'
Date of Service: 03/25/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 980809'.
Project No.: 43-2452
Project: Coppell
Belt Lin
Coppell,
Services: Obtain samples of fresh concrete at the placement IDeations, perform requil
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 DaYs
5"
3-6%
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 3349
PLACEMENT DATE: 03/25/1998
TIME SAMPLED: 11:10 am BY: ]:
WEATHER CONDITIONS: Partly cl
TEMPERATURE (F) - AIR 72 F C
TRUCK NO: 549 TICK[
AIR CONTENT (%): N/A UN
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: 4, 0.5
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
5 1 5.00
5 2 5.00
5 3 5.00
5 4 5.00
REPORT OF TESTS
DATE
TESTED
04/01/1998
04/01/1998
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 129760
7 123260
Average
28 166390
28 167330
Average
04/22/1998
04/22/1998
A£
Technician: Eddie Elrod
Report Distribution:
(1) Lincoln Property Company
( I ) Butler Construction
( I ) O'Brien & Associates
(1) AECC, Inc.
Started: 3:00 am Finished: 1:00 pm ~
(1) City ofCoppell/Bldg. Insp.
(I) City ofCoppell/Constr. Insp.
(1) Mullen & Powell Technistmctures
This report is exclusively Ibr the use of the client indicated above and shall not be reproduced except in full without the wr
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/27/1998
,97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and east
BATCH TIME: 10:10 am
.ddie Elrod
~udy, cool
DNCRETE: 80 F
TNO: 651168
TI' WEIGHT (pc0: N/A
CUMULATIVE YARDS: 500
COMPRESSIVE
STRENGTH
(psi)
4590
4360
4480
5880
5920
5900
FRACTURE
TYPE
· Engin~r~Ine.
~ugene Harbour
Vice President
ten approval of HBC Engineering, Inc.
01AK Page 5 of 5
CONCRETE COMPR._ SIVE STRENGTH TEb f
Date of Service: 04/17/1998 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
9810002
43-2452
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: 3500 psi ~ 28 Days
5"
N/A
ASTM C- t 43
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/17/1998
TIME SAMPLED: 7:00 am BY: l~
WEATHER CONDITIONS: Clear, m
TEMPERATURE (F) - AIR 54 F C~
TRUCK NO: 842 TICKE
AIR CONTENT (%): N/A UNI
PLACEMENT LOCATION:
Panels 9, 10, 20-37, 43, 44
SAMPLE LOCATION: Panel 21
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 4.50 04/24/1998 7 113670
1 2 4.50 04/24/1998 7 117750
Average
1 3 4.50 05/15/1998 28
1 4 4.50 05/15/1998 28
AC
Note: Contractor controlled water. 30 to 50 gallons of water was a~
load. Concrete was batched on site. All samples taken from truck.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/27/1998
.97
Business Center II
', Rd. & Lakeshore Dr.
Texas
~d field test and cast
BATCH TIME: 6:38 am
rian Otis
Id
)NCRETE: 74 V
r NO: N/A
T WEIGHT (pc0: N/A
CUMULATIVE YARDS:
~OMPRESSIVE
STRENGTH
(psi)
4020
4160
4090
70
FRACTURE
TYPE
ided to each
ten approval of HBC Engineering, Inc.
01AK Page I of 3
CONCRETE COMPI "3SIVE STRENGTH TE , £
Date of Service: 04/17/1998 Report No.: 9810002
Client No.: 52617000 Project No.: 43-2452
Client: Lincoln Property Company Project: Coppell
3300 Lincoln Plaza/Larry Moon Belt Lin
500 North Akard Street
Dallas TX 75201-3394 Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requix
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: 8:48 am BY: ]~
WEATHER CONDITIONS: Clear, m
TEMPERATURE (F)- AIR 56 F C
TRUCK NO: 857 TICK[
AIR CONTENT (%): N/A uN
PLACEMENT LOCATION:
Sec page 1
SAMPLE LOCATION: Panel 26
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE
. SET NO. (inches) TESTED
2 1 8.00* 04/24/1998
2 2 8.00* 04/24/1998
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 84400
7 85430
Average
2 3 8.00* 05/15/1998 28
2 4 8.00* 05/15/1998 28
A£
* Note: See page 1. 50 gallons of water added to this load.
This repoR 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 3
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
04/27/1998
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 7:49 am
.rian Otis
ild
DNCRETE: 74 F NO: N/A
WEIGHT (pc0: N/A
CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
2980
3020
3000
160
FRACTURE
TYPE
~ten approval of HBC Engineering, Inc.
CONCRETE COMPR? SIVE STRENGTH TE ,;
Date of Service: 04/17/1998 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
9810002
43-2452.
Coppeil
Belt Lira
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 DAT~: 04/17/1998
TIME SAMPLED: 10:55 am BY: B
WEATHER CONDITIONS: Clear, m:
TEMPERATURE (F) - AIR 55 F O
TRUCK NO: 842 TICKE
AIR CONTENT (%): N/A UN!
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Panel 35
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (Iba. force)
3 I 7.00' 04/24/1998 7 101720
3 2 7.00* 04/24/1998 7 99620
Average
3 3 7.00* 05/15/1998 28
3 4 7.00* 05/15/1998 28
AC
* Note: See page 1. 40 gallons of water added to this load.
Technician time on report 9810003.
¸97
ENGINEERING, INC.
8901 Carpenter ['rwy., Suite #100
Dallas, Texas 75247
Report Date
04/27/1998
[lusiness Center II
~ Rd. & Lakeshore Dr.
Texas
~d field test and cast
BATCHTIME: 10:00 am
rian Otis
ld
)NCRETE: 75 F
NO: N/A
WEIGHT (pc0: N/A
2UMULATIVE YARDS:
2OMPRESSIVE
STRENGTH
(psi)
3600
3520
3560
280
FRACTURE
TYPE
Technician: Brian Otis
Report Distribution:
(1) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC, Inc.
Started: Finished:
(1) City ofCoppell/Bldg. Insp.
(1) City of Coppell/Constr. lnsp.
(I) Mullen & Po~vell Technistructures
e
iugene Harbour
Vice President
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wi
ten approval of HBC Engineering, Inc.
01AK Page 3 of 3
CONCRETE COMPRC'3SIVE STRENGTH
Date of Service: 04/17/1998 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
Services:
981000~
43-2452
Coppell
Belt Lin
Coppell,
Obtain samples of fresh concrete at the placement locations, perform requit
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: 11:30 am BY: 1~
WEATHER CONDITIONS: Clear, m
TEMPERATURE (F}-AIR 56 F C
TRUCK NO: 855 TICKl~
AIR CONTENT (%): N/A UN~
PLACEMENT LOCATION:
Piers, Building A
SAMPLE LOCATION: l I-A, l I-D, ! l-D.5
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 7.00 04/24/1998
1 2 7.00 04/24/1998
I 3 7.00 05/15/1998
1 4 7.00 05/15/1998
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 104650
7 102730
Average
28
28
AC
Technician time on report 9810003.
Technician: Brian Otis
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(1) O'Brien & Associates
(I) AECC, inc.
Started: Finished: I~
(1) City ofCoppell/BIdg, lnsp.
(I) City of Coppell/Constr. Insp.
(l) Mullen & Powell Technistructures
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the wr
01AK
Page I of I
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/27/1998
-97
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 10:50 am
rian Otis
~ld
3NCRETE: .75 F
r NO: N/A
T WEIGHT (pc0: N/A
CUMULATIVE YARDS:
UOMPRESSIVE
STRENGTH
(psi)
3700
3630
3670
10
FRACTURE
TYPE
Engine.
igene ~arbour
Vice President
ten approval of HBC
Engineering, Inc.
REPORT OF DRILLE?" PIER INSPECTION
Date of Service:
Client No.:
Client:
Services:
04/16/1998
52617000
Lincol, Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Drilled pier inspection.
On this date, an HBC
jobsite as scheduled
recorded data.
Engineering technician arrived at
for drilled pier inspection. See
Technician Time:
Technician: Brian Otis
Report Distribution:
(I) Lincoln Property Company
(I) Butler Construction
( I ) O'Brien & Associates
(1) AECC, Inc.
6:00am to 5:00pm
(I) City of Coppeli/Bldg. Insp.
(I) City of Coppell/Constr. lnsp.
(I) Mullen & Powell Technistmctures
Report No.: 9809886
Project No.: 43-2452-!
Project: Coppeli 1~
Belt Line
Coppell,
the above refe
attached sheet
Pm
Sell
This report is exclusively lbr the use of the client indicated above and shall not be reproduced except in full without the writ~
~7
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/27/1998
usiness Center II
Rd. & Lakeshore Dr.
?exas
fenced
for
ior Project Engineer
en approval of HBC Engineering, Inc.
99MP Page 1 of I
REPORT OF DRILLED BELLED PIERS
ENGINEERING, RqC.
8901 Carpenter Fnvy, Suite #I00
Dallas, Texas 75247
Project:
Project No.:
Coppell Busin6ss Center II-Building iCC
Coppell, Texas
43-2452-97
Report No.:
Date of Service:
Technician:
Page:
9809886
04/16/1998
B. Otis
1 of 2
Pier Identification
Pier Diameter (in.)
Bell Diameter (in.)
Top of Pier Elevation (ft)
Req. Depth From Exist. Grade (ft)
Initial Depth of Pier From Existing
Grade (fi)
Final Depth of Pier From Existing
Grade (ft)
Depth From Top of Concrete (ft)
Condition of Bottom (wet or dry)
Plumb Within Tolerance (yes or no)
Casing Diameter (in)
Cased Depth (ft)
Number of Vertical Bars (ea.)
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
Time Drilling Was Completed
Time Concrete Was Placed
6-A.1
18
36.0
95.5
12.0
12,0
12.1
8.1
DRY
YES
N/A
N/A
6
6
10:15 AM
04:27 PM
7-A.5
24
72.0
6.9-B i 7-B
18 i 24
36.0 i 54.O
7-B.5
24
60.0
7-C
24
66.0
7-H.6 : 7-1 7-1.5
18 24 ; 18
36.0 72.0 36.0
94.0 96.0 ] 93.5
11.8 12.0 12.0
12.0 12,0 12.0
DRY
YES
N/A
N/A
6
6
10:13 AM
04:18 PM
DRY DRY
YES YES
N/A N/A
N/A N/A
6 6
6 6
95.0 95.0
12.0 12.0
13.8 14.9
14.0
15.0
12.0 13.0
DRY DRY
YES
N/A
N/A
6
YES
N/A
N/A
6
6
95.0
12.0
12.0
12.0
11,0
DRY
YES
N/A
N/A
95._0
95.0
12.0 12.0
13.7 12,0
14.0
13.0
DRY
YES
N/A
N/A
12.0
11.0
DRY
YES
N/A
18 24
36.0 72.0
95.0 93.5
12.0 12.0
12.0 15.0
12.0 15.0
10.0 13.5
DRY DRY
YES YES
N/A N/A
N/A N/A
4 6
6 6
09:40 AM
04:10 PM
9
10:04 AM
03:50 PM
12
08:35 AM
03:38 PM
13
08:18 AM
03:30 PM
10:30 AM
02:49 PM
08:08 AM
02:42 PM
11 , 10 13
08:15 AM 08:45 AM 07:33 AM
02:30 PM 01:48 PM 01:40 PM
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Coppell Business Center II-Building #C
Coppell, Texas
43-2452-97
Report No.:
Date of Service:
Technician:
Page:
89OI Carpenter Frwy., Suite #100
Dallas, Texas 75247
9809886
04/16/1998
B. Otis
2 of 2
Pier Identification
Pier Diameter (in.)
Bell Diameter (in.)
Top of P_ !e_r. Elevati~o~_ (fi) .
6-Q 1-Q
24 24
54.0 60.0
96.5 95.0
Req. Depth From Exist. Grade (ft)
Initial Depth of Pier From Existing
Grade (ft)
Final Depth of Pier From Existing
Grade (ft)
Depth From Top of Concrete (ft)
Condition of Bottom (wet or dry)
Plumb Within Tolerance (yes or no)
Casing Diameter (in)
Cased Depth (ft)
Number of Vertical Bars (ea.)
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
Time Drilling Was Completed
Time Concrete Was Placed
12.0
12.0
14.0 12.0
14.3 12.0
12.7
DRY
YES
11.0
DRY
YES
N/A N/A
N/A N/A
6
07:45 AM
01:00 PM
11
10:41 AM
01:15 PM