Northlake 635(3)-LR 980428REPORT OF DRILLEIr"3ELLED PIER INSPEC' IO5
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
Drilled belled pier inspection.
Services:
9810003
43-2452-!
Coppell E
Belt Line
Coppell,
On this date, an HBC Engineering technician arrived at the above ref~
jobsite as scheduled for drilled belled pier inspection. See attache
recorded data.
Technician Time: 6:00am to 6:00pm
Technician: Brian Otis
Report Distribution:
(I } Lincoln Property Company
(I) Butler Construction
(I) O'Bricn & Associates
(I) AECC, Inc.
(I) City ofCoppell/Bldg. Insp.
(I) City ofCoppell/Constr, lnsp.
(I) Mullen & Powell Tochnistructures
This report is exclusively for the use of the client indicated above and shall not bc reproduced except in full without tl~ writt
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
~7
Report Date
04/28/1998
usiness Center II
Rd. & Lakeshore Dr.
?exas
cenced
sheets for
~ E~-'~ring, Inc.
Pat ~I D. Smith, P.E.
Sen or Project Engineer
m approval ofHBC Engimmring, In~.
99MP Page 1 of I
REPORT OF DRILLED BELLED PIERS
ENGINEERING, INC.
Sg01 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Project:
Project No.:
Coppell Business Center II, Building #A
Belt Line Rd. & Lakeshore Dr. Coppell, Texas
43 -2452-97
Report No.: 9810003
Date of Service: 04/17/1998
Technician: Brian Otis
Page 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 (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 (fi)
Number of Vertical Bars (es,)
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
Time Drilling Was Completed
Time Concrete Was Placed
11-A
24
11-D
24
11 -D.5
24
11-E
24
10.5-E
24
10,1-E
24
54.0 54.0 60.0 60.0 60.0 54.0
95.0 95.5 95.5 95.5 95.5 95.5
14.0 14.0 14.0 14.0 14,0 14.0
9.5-E
24
54.0
97.5
14.0
9-E
60,0
97.5
14.0
8.5-E
24
54.0
97.5
14.0
14.0 14.0 14.0 14.0 14.3 14~0 14.0 14.0 14.5
14.0 14.1 14.8 14.5 14.4 14.0 14,3 14,3 14.6
13.0 12.1 12.8 14.5 12.4 12.0 13.3 13.3 13.6
DRY DRY DRY DRY DRY DRY DRY DRY DRY
YES
N/A
N/A
YES
YES
N/A
N/A
12.0
N/A
YES
N/A
N/A
11.5
YES
N/A
N/A
11.5
N/A
YES
N/A
N/A
13.0
YES
N/A
N/A
YES
N/A
N/A
12.8
12.3
12.5
14.0
YES
N/A
N/A
13.1
24 24
60.0 54.0
97.5 97.5
14.0 14.0
14.4 14.0
14.4 14.0
13.4 13.0
DRY DRY
YES YES
N/A N/A
N/A N/A
6 6
6 6
12.9 12.5
07:55 AM
11:15 AM
08:15 AM
: 01:23 AM
08:40 AM
11:30 AM
08:55 AM
11:45 AM
09:15 AM
12:35 PM
09:30 AM
12:44 PM
09:45 AM
12:56 PM
10:30 AM
03:45 PM
10:45 AM
03:50 PM
11:05AM
03:58 PM
11:20 AM
04:10 PM
REPORT OF DRILLED BELLED PIERS
8901 Carpenter Frwy., Suite
Dallas, Texas 75247
Project:
Project No.:
Coppell Business Center II, Building #A
Belt Line Rd. & Lakeshore Dr. Coppell, Texas
43-2452-97
Report No.: 9801003
Date of Service: 04/17/1998
Technician: Brian Otis
Page 2 of 2
Pier Identification
7-E 6.5-E 6-E 5.5-E 1-E
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 (fi)
Depth From Top of Concrete (ft)
Condition of Bottom (wet or dry)
Plumb Within Tolerance (yes or no)
Casing Diameter (in)
Cased Depth (fi)
Number of Vertical Bars (ea.)
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
Time Drilling Was Completed
Time Concrete Was Placed
24 24 24 24 24
60.0 54.0 60.0 54.0 60.0
97.5 96.0 96,0 96.0 95.5
14.0 14.0 14.0 14.0 14.0
14.0 14.0 15.0 15.0 14.2
14.3 14.2 15.0 15.0 14.2
13.3 13.2 14.0 14.0 13.2
DRY DRY DRY DRY DRY
YES YES YES YES YES
N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A
6 6 6 6 6
6 6 6 6 6
12.8 13.0 13.5 13.5 13.0
04:17 PM 04:25 PM 04:37 PM 04:44 PM 04:53 PM
!
R PORT OF DRILLEY'3ELLED PIER INSPEC IOI
Date of Service:
Client No.:
Client:
Services:
04/20/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Drilled belled pier inspection.
Report No.: 9810163
Project No.: 43-2452-!
Project: Coppell l~
Belt Line
Coppell,
On this date, an HBC
jobsite as scheduled
recorded data.
Engineering technician arrived at the above refE
for drilled belled pier inspection. See attache
Technician Time: 6:00am to 4:30 pm
Technician: Brian Otis
Report Distribution:
(I) Lincoln Property Company
(!) Butler Construction
(!) O'Bricn & Associates
(1) AECC, Inc.
This report is exclusively for the use oftbe client indicated above and shall not be r~produced except in full without the writ~
(I) City of Coppcll/Bldg. lnsp.
(1) City of Coppell/Constr. lnsp.
(I) Mullen & Pow¢ll Technistructures
99MP Page 1 of I
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
~7
Report Date
04/28/1998
.usiness Center II
Rd. & Lakeshore Dr.
?exas
fenced
sheet for
I-]~ En~ring, Inc.
Pa,,l D. Smith, P.E.
Sen ior Project Engineer
~n approval ofHBC Engineerin~ Inc.
REPORT OF DRILLED BELLED PIERS
8901 C~rpenter Frwy., Suite #100
Dallas, Texas 75247
Project:
Project No.:
Coppell Business Center II-Building C
Coppell, Texas
43-2452-97
Report No.:
Date of Service:
Technician:
Page:
9810163
04/20/1998
B. Otis
1 ofl
Pier Identification D.5-1 E-1.5 E-6.4 E-9.9
Pier Diameter (in.) 24 24 24 24
60.0 54.0 54.0
Bell Diameter (in.) 60.0
Top of Pier Elevation (ft) 95.5
95.5
Req. Depth From Exist. Grade (ft) 12.0 12.0
Initial Depth of Pier From Existing
Grade (ft)
Final Depth of Pier From Existing
Grade (ft)
14.0 14.0
14.3 14.4
14.1 14.2
Depth From Top of Concrete (ft)
Condition of Bottom (wet or dry) DRY DRY
Plumb Wlthin Tolerance (yes or no) YES YES
Casing Diameter (in) N/A NIA
Cased Depth (ft) NIA NIA
96.0 95.5
12.0 12.0
14.5 14.5
14.7 14.5
14.5 14.3
DRY DRY
YES' YES
N/A N/A
N/A N/A
Number of Vertical Bare (ea.) 6 6 6 6
Reinforcing Bar Size (#) 6 6 6 6
Length of Vertical Bare (ft.) 13.58 13.67 14.0 13.83
Time Drilllng Was Completed 11:00AM 11:41 AM 12:05 PM 12:15 PM
11:48 AM
Time Concrete Was Placed
11:52 AM
12:10 PM
12:20 PM
CONCRETE COMPRESSIVE STRENGTH TEST
Date of Service: 04/20/1998 Report No.: 981020(
Client No.: 52617000
Project No.: 43-2452
Client: Lincoln Property Company Project:
3300 Lincoln PlazafLarry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppell
Belt Lin
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi]
compress ive strength samples.* *
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
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: 7:50 Rffl BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 68 F (
TRUCK NO: 730 TICK
AIR CONTENT (%): N/A ur
PLACEMENT LOCATION:
Panels 45-60, 64, 65, 69, 70-77 on Building ~
SAMPLE LOCATION: Panel 71
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lin. force)
1 1 5.2-5 04/27/1998 7 127380
1 2 5.25 04/27/1998 7 123260
Average
1 3 5.25 05/18/1998 28
1 4 5.25 05/18/1998 28
This repo~ is exclusively for the use of the client indicated above and shall not be reproduced except in full without the
01AK Page 1 of 3
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
97
Report Date
04/28/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
'ed field test and cast
BATCH TIME: 7:20 am
~ddie Elrod
lnny
:ONCRETE: 72 F
ST NO: 702532
'IT WEIGHT (pcf): N/A
CUMULATIVE YARDS:
COMPRF, SSWE
STRENGTH
(psi)
4500
4360
4430
290
TYPE
itten approval of HBC Engineering, Inc.
CONCRETE COMPRL SIVE STRENGTH
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
9810201
43 -2452
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: 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:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 70 F
TRUCK NO: 752 TICKI
AIR CONTENT (%): N/A UN
PLACEMENT LOCATION:
See page 1
SAMPLE LOCATION: Panel 74
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lb~. 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
2 4 5.50 05/18/1998 28
A(
This report is exclusively for the usc of thc client indicated above and shall not be reproduced except in full without thc wr
01AK Page 2 of 3
-97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/28/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCHTIME: 8:41 am
~die Elrod
~nny
ONCRETE: 74 F
:T NO: 702540
IT WEIGHT (pcf): N/A
:CUMULATIVE YARDS: 370
COMPRESSIVE
STRENGTH
(psi)
4030
'38'70
3950
FRACTURE
TYPE
tten approval of HBC Engineering, Inc.
' CONCRETE COMPRI ,SIVE STRENGTH
Date of Service: 04/20/1998
Client No.: 52617000
Report No.: 981020~
Project No.: 43-2452 -97
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/28/1998
Client:
Services:
SLUMP:
AIR:
TEST METHOD:
Lincoln Property Company Project: Coppell
3300 Lincoln Plaza/Larry Moon Belt Li~
500 North Akard Street
Dallas TX 75201-3394 Coppell
Obtain samples of fresh concrete at the placement IDeations, perform requi]
compressive strength samples.**
Butler Construction
Pioneer Concrete
16
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
Panel 76
DATE
TESTED
04/27/1998
04/27/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
3 I 5.75
3 2 5.75
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/20/1998 BATCH TIME: 9:10 am
TIME SAMPLED: 9:25 am BY: ;ddie Elrod
WEATHER COmmONS: Partly oudy
TEMPERATURE (F) - AIR 72 v ¢ONCRETE: 72 v
TRUCK NO: 556 TICm:T NO: 702546
AIR CONTENT (%): N/A tm IT WEIGHT (pet): N/A
PLACEMENT LOCATION:
See page I
REPORT OF TESTS Az iCUMULATIVE YARDS: 430
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 122660 4340
7 116890 4130
Average 4240
3 3 5.75
3 4 5.75
Technician: Eddie Eirod
Report Distribution:
(1) Lincoln Property Company
{ 1) Butler Construction
(l) O'Brien & Associates
(1) AECC, Inc.
05/18/1998 28
05/18/1998 28
Started: 6:00 am Finished: 11:00
FRACTURE
TYPE
(1) City of Coppell/Bldg. Insp.
(1) City of CoppelllConstr. Insp.
(1) Mullen & Powell Teclmistructures
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w~
Engineerin
~ugene Harbour
Vice President
tten approval of HBC Engineering, Inc.
01AK Page 3 of 3