Northlake 635(3)-LR 980429REPORT OF DRILLEi 3ELLED PIER INSPE IO
Date of Service: 04/15/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9809788
Project No.: 43-2452-~
Project: Coppell B
Belt Line
Coppell,
Sell'ices: Drilled belled pier inspection.
On this date, an HBC Engineering technician arrived at the above refe:
jobsite as scheduled for drilled belled pier inspection. See attache(
recorded data.'
NOTE: Required depth was adjusted as necessary for water table.
Technician Time: 6:00am to 4:30pm
Technlcbtn: C,-~ol~e Baxter
Repor~ Distribution:
(1) Lincx~ln l%~p~ty C~mpmy
(1) Butla' ~m
(1) A~CC, mc.
O) C~y ~ co~l~ asp.
O) C~ty ,~ copp~a/c.~,~, asp.
(1) Mullm & ?owdl T~h-l-mctur~
8901 Carpenter Frwy. Suite #100
Dabs, Texas TS247
Report Date
04/29/1998
~siness Cerger 11
~d. & Lakeshore Dr.
:enced
sheets for
H~C E~ng, Inc.
Pau
This report is em:i~vdy for ~he us~ (fthe client h~cated above md m'"ll not bo repro4'~a~ ~ h ~ ~ ~ ~ ~
99MP Page 1 of 1
[ D. Smith, P.E.
)r Project Engineex
REPORT OF DRILLED BELLED PIERS
8901 Carl)eater Freq., Suite #100
Dallas, Texas 75247
Project:
Project No.:
Coppell Business Center II
Coppell, Texas
43-2452-97
Report No.:
Date of Service:
Technician:
Page:
9809788
04/15/1998
G. Baxter
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 (fi)
of Vertical Bars
Reinforcing Bar Size (#)
Length of Vertical Bars (ff.)
Time Drilling Was Completed
Time Concrete Was Placed
Q/1.5 Q/2.0
24 24 24
Q/2.5 Q/3.0 Q/3.5 Q/4.0
66.0 66.0 66.0
95.0 95.0 95.0
;EE NOTE
SEENOTE SEE NOTE
18.3 16.8 17.1
18.4 17.0 17.1
17.6 16.3 16.4
DRY DRY DRY
YES YES YES
N/A N/A N/A
NI^ N/A N/A
6 6 6
6 6
j24
66.0
95.0
SEE NOTE
17.0
17.0
16.7
DRY
YES
N/A
N/A
6
6
24
66.0
95.0
SEE NOTE
17.8
18.0
17.5
DRY
YES
N/A
N/A
66.0
Q/4.5 Q/5.0
24 24
66.0 66.0
95,0 95.0
SEE NOTE SEE NOTE
18.2
18.5
18.5
DRY
YES
18.5
18.8
18.8
DRY
YES
N/A
N/A
N/A
N/A
16.5 16.6 17.7 18.0 18.3
10:06 AM 10:27 AM 10:45 AM 11:06AM 11:15AM
:05 AM
j 12:36 PM
01:11 PM
95.0
Q/5.5
24
66.0
95.O
SEE NOTE SEE NOTE
17.8 18.0
18.0 18.4
18.0 18.4
DRY DRY
YES YES
N/A N/A
Q/5.9 P.9/6.0
24 18
54.0 36.0
93.6
95.0
17.5 17.7
DRY DRY
YES YES
N/A N/A
N/A N/A
6 6
6 6
17.5 18.1
01:30 PM 01:43 PM
01:42 PM 02:05 PM
17.9 16.5
09:36 AM 09:50 AM
10:45 AM 10:53 AM
12:49 PM
11:17AM
6 6
6 6
17.6 17.8
11:03AM 11:22AM
01:18 PM 01:25 PM
N/A NIA
18.0 18.4
17.9 18.0
SEE NOTE SEE NOTE
REPORT OF DRILLED BELLED PIERS
$90l Cax~enter Fr~q,., Suite #100
Dallas, Texas 75247
Project:
Project No.:
Coppell Business Center II
Coppell, Texas
43-2452-97
Report No.:
Date of Service:
Technician:
Page:
9809788
04/15/1998
G. Baxter
2 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 (ft)
P.9/6.5
24
72.0
93.6
SEE NOTE
P.9/7.0
24
72.0
93.6
iEE NOTE
18.1 18.0
18.5 18.1
17.8 16.7
DRY DRY
YES YES
N/A N/A
N/A NIA
Number of Vertical Bars (ea.) 6 6
Reinforcing Bar Size (#) 6 6
18.3
02:05 PM
Length of Vertical Bars (ft.)
Time Drilling Was Completed
Time Concrete Was Placed
02:11 PM
19.4
02:21 PM
02:25 PM
CONCRETE COMP IVE STRENGTH TES.
Date of Service: 04/21/1998
Report No.: 9810249
Client No.: 52617000 Project No.: 43-24524
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppell l]
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
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMEnt DATE: 04/21 / 1998
TIME SAMPLED: 8:30 am BY: M~
WEATHER CONDITIONS: Partly clo~
TEMPERATURE (F) - AIR 53 F CO
TRUCK NO: 853 TICKE'I
AIR CONTENT (%): 2.0 UNY!
PLACEMENT LOCATION:
Panels 3-6, 37-55, 62 at Building A
SAMPLE LOCATION: Panel 13
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 4.75 04/28/1998 7 101350
1 2 4.75 04/28/1998 7 103750
Average
1 3 4.75 05/19/1998 28
I 4 4.75 05/19/1998 28
AC(
C
Note: Samples taken at pump discharge.
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without thc writl
01AK Page I of 4
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
~7
Report Date
04/29/1998
usiness Center II
Rd. & Lakeshore Dr.
%xas
field test and cast
BATCHTIME: 8:10 am
:io Villanueva
,dy
~CRETE: 64 g
NO: 702593
WEIGHT (pet): N/A
:UMULATIVE YARDS: 10
OMPRESSIVE
;TRENGTH
(psi)
3580
3670
3630
TYPE
approval of HBC Engineering Inc.
CONCRETE COMPRE. IVE STRENGTH TES""
Date of Service: 04/21/1998
Client No.: 52617000
Report No.:
Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
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
3-5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/21/1998
TIME SAMPLED: 9:45 am BY: M~
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 853
AIR CONTENT (%): 1.7
PLACEMENT LOCATION:
See page 1
SAMPLE LOCATION:
Panel 54
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 5.25 04/28/1998 7 96690
2 2 5.25 04/28/1998 7 92730
Average
2 3 5.25 05/19/1998 28
2 4 5.25 05/19/1998 28
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Note: See page 1
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without thc writl
01AK Page 2 of 4
9810249 Report Date
04/29/1998
43-2452-~ 7
Coppell E usiness Center II
Belt Line Rd. & Lakeshore Dr.
Coppell, 'exas
field test and cast
BATCH TIME: 9:27 am
50 Villanueva
Partly cio] ~dy
62 F CO~CRETE: 66 F
TICI~ NO: 702603
UNH WEIGHT (pet}: N/A
AC( UMULATIVE YARDS: 110
OMPRESSIVE
STRENGTH (psi)
3420
3280
3350
:n approval of HBC Engineering, Inc.
CONCRETE COMPRE . IVE STRENGTH TES
Date of Service: 04/21/1998 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
9810249
43-2452-!
Coppell l:
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
3-5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/21/1998
TIME SAMPLED: 1 1:25 am BY: M
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 802
AIR CONTENT (%): 1.9
PLACEMENT LOCATION:
See page 1
Clear
60 ~* co
TICKE1
UNI1
SAMPLE LOCATION:
Panel 46
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) Obs. force)
3 1 5.00 04/28/1998 7 98340
3 2 5.00 04/28/1998 7 90180
Average
3 3 5.00 05/19/1998 28
3 4 5.00 05/19/1998 28
AC{
£
Note: See page 1
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writl
01AK Page 3 of 4
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
~7
Report Date
04/29/1998
usiness Center II
Rd. & Lakeshore Dr.
?ex,as
field test and cast
BATCH TIME: 10:55 am
rio Villanueva
NCRETE: 69
NO: 702612
'WEIGHT (pc0: N/A
UMULATIVE YARDS: 200
OMPRESSIVE
STRENGTH
(psi)
3480
3190
3340
:n approval of HBC Engineering, Inc.
CONCRETE COMPRE " IVE STRENGTH TES_
Date of Service: 04/21/1998
Report No.: 9810249
Client No.: 52617000
Project No.: 43-2452-~
Client:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: 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
STRENGTm 3500 psi @ 28 Days
3-5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 04/21/1998
TIME SAMPLED: 12:36 pm BY: Mt
WEATHER CONDITIONS: Clear
TEMPERATURE (F)- AIR 72 £ co~
TRUCK NO: 802 TICKET
AIR CONTENT (%): 1.6 t~rg
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Panel 38
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
4 1 5.00
4 2 5.00
4 3 5.00
4 4 5.00
REPORT OF TESTS ACC
MAXIMUM C
DATE AGE LOAD
TESTED (days) (lbs. force)
04/28/1998 7 95110
04/28/1998 7 88200
Average
05/19/1998 28
05/19/1998 28
Note: See page 1
Technician: Marlo Villanueva
Report Distribution:
(i) Lincoln Property Company
(l} Butler Construction
(I) O'Bricn & Associates
(I} AECC, lnc.
Started: 7:30 am Finished: 2:00 pm
(1) City of Coppeli/Bldg. Insp.
( 1 ) City of Coppell/Constr. Insp.
(I) Mullen & Powell Tcchnistructures
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
04/29/1998
usiness Center II
Rd. & Lakeshore Dr.
%xas
I field test and cast
BATCH TIME: 12:00 pm
[rio Villanueva
qCRETE: 73 g
NO: 702622
WEIGHT (pcf): N/A
UMULATIVE YARDS: 300
DMPRESSIVE
STRENGTH
(psi)
3360
3120
3240
This r~port is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt
Vice President
m approval of HBC Engineering, Inc.
01AK Page 4 of 4