Northlake 635(3)-LR 980319CONCRETE COMPI ' SIVE STRENGTH TES
Date of Service: 02/10/1998 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
9804693
43-2452.
Coppell
Belt Lin,
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir
compressive strength samples.**
SLUM.P:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 1575L
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
4-6"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
P~CEMENT DATE: 02/10/1998
TIME SAMPLED: 9:45 am BY: E
WEATHER CONDITIONS: Cloudy,
TEMPERATURE (F) - AIR 58 F C
TRUCK NO: 802 TICKE
AIR CONTENT (%): N/A UNI
PLACEMENT LOCATION:
Piers
SAMPLE LOCATION: 0/5
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 I 3.50
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. for~ce)
02/17/1998 7 154130
AC
I 2 3.50
1 3 3.50
03/10/1998 28 191370
03/10/1998 28 193480
Average
9337 - 3500 Psi @ 28 days.
Note: Required mix design should be
Technician time on report 9804692.
Technician: Del Ratliff
Report Distribution:
(l) Lincoln Property Company
(i) Butler Construction
(l) O'Brien & Associates
(I) AECC, Inc.
Started: Finished: H~
( I ) City of Coppell/BIdg. Insp.
(l) City of Coppell/Constr. Insp.
This report is exclusively tbr thc nsc of thc client indicated above and shall not be reproduced except in full without the w~
01AK
Page 1 of I
ENGINF_,FaRI/~, INC~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
.97
Report Date
03/19/1998
Business Center II
: Rd. & Lakeshore Dr.
Texas
~d field test and cast
BATCHTIME: 8:44 am
el Ratliff
· aining, light wind
)NCRETE: 67 F
rNO: 635086
T WEIGHT (pc0: N/A
UUMULATIVE YARDS:
2OMPRESSIVE
STRENGTH
(psi)
545O
6770
6840
6810
10
FRACTURE
TYPE
agene Harbour
Vice President
ten approval
of HBC Engineering, Inc.
-REPORT OF DRILL PIER INSPECTION
Date of Service: 03/05/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 980657
Project No.: 43-245:
Project: Coppell
Belt Lk
Coppell
Services: Drilled pier inspection
On this date, an HBC Engineering technician arrived at the above rel
jobsite as scheduled for drilled pier inspection. See attached sheE
recorded data.
8901 Carpenter Frwy., Suit~ #100
Dallas, T~xas 75247
.97
Report Date
03/19/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
erenced
~t for
Teehnldan: BI/off Ot[s
Report Distribution:
(1) Buffer Cce.~udicu
(1) O~im & Assoc/a~
(1) AF_CC, h~
c~y ~c~ m~.
cay xc~c~, m~.
This rep~a,t is e~dusively for the use ~'the client indi_~___.~_ above nnd ~ n~ ~ ~ ~ h ~ ~ ~e ~
Paul D. Smith, P.E.
S~ ~ior Project Engineer
99MP Page 1 of 1
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Coppell Business Center II, Belt Line Rd. & Lakeshore Dr.
Coppell, Texas
43 -2452-97
ENGINEERING, INC.
8901 Carpenter Fr-.vy, Suite #100
Dallas, Texas 75247
Report No.: 9806577
Date of Service: 03/05/98
Technician: Brian Otis
Page 1 of 4
Pier Identification
Pier Diameter (in.)
Bell D_ia~me_te__r_{!_n_~_) ..
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 (fi)
Condition of Bottom (wet or dry)
Plumb Within Tolerance (yes or no)
Casing Diameter (in)
Cased Depth (ft)
7-P.1
24"
54
93.5
12.0
13.0
13.33
11.33
D
Y
6 6
10.83 10.17
Number of Vertical Ears (ea.)
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
Time Drilling Was Completed
Time Concrete Was Placed
7-0.9
24"
54
93.5
12.0
12.5
12.67
10.67
D
Y
NA NA
7-0.5
24"
6O
95.0
12.0
12.2
7-0
24"
95.0
12.0
12.0
12.17 12.08
10.17
D
10.08
D
Y
NA
7-N.6
24"
95.0
12.0
12.4
12.5
10.5
D
Y
NA
NA NA NA NA NA
6 6 6
6 6 6
9.67 9.58 10.0
08:45 AM 09:00 AM 09:08 AM 09:11 AM 09:22 AM
7-N.4 7-N
24" 24"
95.0 95.0
12.0 12.0
12.0 12.0
12.25 12.17
10,25 10.17
D D
Y Y
NA NA
NA NA
6
9.75
09:28 AM
7-M.6
24"
95.0
12.0
13.0
7-M.4 7-M
24" 24"
95.0 95.0
12.0 12.0
12.7 14.8
7-L.6
24"
54
95.0
12.0
12.0
10:30 AM
13.33
11.33
NA
NA
_9_.6_77 _ 10~._83
09:33 AM 09:39 AM
12.67 15.0 12.17
10.67 13.0 10.17
D D D
Y Y Y
NA NA NA
NA NA ! NA
.... 6__ ............ _~ 6
10.17 12.5 9.67
09:47 AM 09:54 AM 10:03AM
10:38AM 10:46AM 10:51 AM 11:05AM
11:13AM 11:20AM ~11:25AM 11:32AM 11:39AM 11:44AM
REPORT OF DRILLED BELLED PIERS
ENGINEERING, INC.
8901 Carpenter Frwy., Suite ~100
Dallas, Texas 75247
Project:
Project No.:
Coppell Business Center II, Belt Line Rd. & Lakeshore Dr.
Coppell, Texas
43-2452-97
Report No.: 9806577A
Date of Service: 03/05/98
Technician: Brian Otis
Page 2 of 4
Pier Identification
Pier Diameter (in.)
Bell Diameter _(in.)
Top of Pier Elevation (ft)
7-L.4 ! 7-L
...... _2__4'.'_ ...... t 2- 411
54 60
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)
,c.a_s!ng_. _Dj_a_ .m_et_e r {i~)_
Cased Depth (ft)
Nuiiibe~ el' Vei~ica; Bara (ea.)
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
Time Drilling Was Completed
Time Concrete Was Placed
95.0
12.0
12.42
95.0
12.0
12.58
7-K.6 7-K.4
24" 24"
54 54
95.0 95.0
12.0 12.0
12.67 12.5
7-K
24"
60
95.0
12.0
12.5
7-J.6
24"
54
95.0
12.0
13.75
7-J.4
24"
54
95.0
12.0
12.5
7-J 7-1.5 i 7-1.4
_24" 24" ; .24"
66 54 '54
95._0 .,-9~33.5_ , _93.~5
12.0 12.0 12.0
13.0 12.0 14.0
7-H.6
24"
54
93.5
12.0
12.0
12.67
12.58
10.67 10.58
D D
Y
Y
12.92 12.83
10.92 10.83
D D
Y Y
NA NA NA
NA NA NA
G 0 0
6 6 6
10.17 10.08 10.42
12.75 13.75
10.75 11.75
D D
Y Y
12.58 13.0
10.58 11.0
D D
Y
NA
NA
6
10.33
l_ 0_ ; l_ _2 _ _A _M 10:20AM 10:27AM 10:34AM
/11:50AM 11:58 AM 01:15 PM 01:22 PM
NA
NA
6
10.25
10:40 AM
01:29 PM
NA
NA
11.25
10:50 AM
01:36 PM
NA
NA
6
10.08
11:40 AM
01:42 PM
12.25 14.17
10.25 12.17 10.08
D
Y
NA
6
D
NA NA
NA NA
O 6
6 6
10.5 9.75
11:52AM 12:00PM
12.08
D
Y
NA
NA
6
11.67 9.58
12:09 PM 12:18 PM
01:50 PM 02:10 PM t 02:15 PM 02:20 PM
REPORT OF DRILLED BELLED PIERS
ENGINEERIb~, INC.
8901 Carpenter Frwy, Suite
Dallas, Texas 75247
Project:
Project No.:
Coppell Business Center II, Belt Line Rd. & Lakeshore Dr.
Coppell, Texas
43-2452-97
Report No.: 9806577B
Date of Service: 03/05/98
lechniclan: Brian Otis
Page 3 of 4
Pier Identification
Pier Diameter (in.)
Bell Diameter (in.)
Top of Pier Elevation (ft)
Req. Depth From Exist. Grade (ft)
7-H.5
24"
93.5
12.0
7-H
24"
66
95.0
12.0
7-G.6
24"
54
95.0
12.0
7-G.4
24"
54
95.0
12.0
Initial Depth of Pier From Existing
Grade (ft)
Final Depth of Pier From Existing
Grade (ft)
12.0
12.25
12.42
12.67
12.0 12.42 12.42 12.83
Depth From Top of Concrete (ft) 10.0 10.42 10.42 10.83
Condition of Bottom (wet or dry)
Plumb Within Tolerance_(ye~._o_r.._n__0)-
Casing Diameter (in)
Cased Depth (fi)
D
Number of ¥'~r[iuai ~,am (ea.}
Reinforcing Bar Size (#) 6
Length of Vertical Bars (ft.)
D
NA NA
NA NA
Time Drilling Was Completed
Time Concrete Was Placed
D
NA NA
9.5
12:29 PM
02:28 PM
6
9.92
12:34 PM
02:35 PM
6 6
9.92 10.33
12:42 PM
02:46 PM
12:49 PM
02:51 PM
A-1 A-1.5
24" 24"
60 66
97.5 97.5
12.0 12.0
12.0 13.42
12.25
10.25
D
Y
NA
NA
6
9.75
01:20 PM
03:00 PM
A-2
24"
66
97.5
12.0
A-2.5 A-3
24" 24"
66 66
97.5 96.0
12.0 12.0
A-3.5 A-4
24" 24"
66 66
96.0 96.O
12.0 12.0
13.67
11.67
D
Y
12.0
12.0
12.0 12.42
10.0 10.42
D
NA NA
NA NA
6 6
6 6
11.17 9.5
01:30 PM 01:38 PM
03:08 PM 03:14 PM
D
Y
12.58 13.42 13.0
12.75 13.42 13.17
10.75 11.42 71_._17.
NA
NA
9.92
01:45 PM
03:20 PM
D
Y
NA
NA
10.25
02:01 PM
03:25 PM
D
Y
NA
NA
6
10.92
02:18 PM
03:33 PM
D
NA
NA
6
6
10.67
02:35 PM
04:00 PM
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Coppell Business Center II, Belt Line Rd. & Lakeshore Dr.
Coppell, Texas
43-2452-97
IBC
ENGINEERING, INC.
8001 Carpenter Fr, vy.. Suite ~ 100
Dallas, lexas 75247
Report No.: 9806577C
Date of Service: 03/05/98
lechnician: Brian Otis
Page 4 of 4
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 (fi)
Depth From Top of Concrete (ft)
Condition of Bottom (wet or dry)
Plumb Within Tolerance (yes or no)
Casing Diameter (in)
Cased Depth (ft)
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
A-4.5 A-5 A-5.5
24" 24" 24"
66 66 66
96.0 96.0 95.5
12.0 12.0 12.0
12.83 13.58 14.0
12.83 13.75 14.0
10.83 11.75 12.0
D
Y
D D
NA
Y Y
NA NA
NA NA NA
II
Time Drilling Was Completed
Time Concrete Was Placed
6 6 6
10.33
02:48 PM
04:10 PM
11.25
,
.0~2_;._58- PM
04:17 PM
11.5
03:11 PM .
04:24 PM
'REPORT OF DRILLE PIER INSPECTION
Date of Service: 03/12/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 980710'
Project No.: 43-2452
Project: Coppell
Belt Lin
Coppell
Services: Drilled pier inspection
On this date, an HBC Engineering technician arrived at the above re!
jobsite as scheduled for drilled pier inspection. See attached sheE
recorded data.
8901 Carpenter Frwy., Suite #100
Dallas, Tex~s 75247
97
Report Date
03/19/1998
Business Center Il
~ Rd. & Lakeshore Dr.
Texas
erenced
t for
Te~hnichn: Brian Otis
Repor~ Distribution:
(I) Linoom Propmy
(1) Butb:r
(1) AECC, ln~
O) city XCopp~tUB~, m~.
City of Co~U~,~r. rasp.
P;
~ repot ia ~cluaively f~the use ~the clieat indi_~___~_ above and nh.Il n~t b~ l~pvoduced ~x(x~t in full without tho writ~
f E~-~g, Inc.
~ul D. Smith, P.E.
nior Project Engineer
n ~oval o~ I-IB~ ~e~h~. Inc.
99MP Page 1 of 1
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Coppell Business Center II, Belt Line Rd. & Lakeshore Dr.
Coppell, Texas
43 -2452-97
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9807107
Date of Service: 03/12/98
Technician: Brian Otis
Page: 1 of 5
Pier Identification 5-B 5-C 5-D 5-E 5-F 5-G 5~1
Pier Diameter (in.) 24 24 24 24 24 24 24
Bell Diameter (in.) 54.0 54.0 54.0 54.0 54.0 54.0
Top of Pier Elevation (ft)
99.0 99.0 99.0 99.0 99.0
Req. Depth From Exist. Grade (ft) 14.0 14.0 14.0 14.0 14.0
Initial Depth of Pier From Existing
Grade (ft)
Final Depth of Pier From Existing
Grade (ft)
14.0 15.0 14.0 14.0 14.17
54.0
5-J 5-K 5-L
_24 _ _2~4 _24_
54.0 54.0 54.0
99.0
14.0
99.0
14.0
15.0
6-B
54.0
14.67
95.5
14.0
10:35 AM
NA NA
NA NA
13.17 13.17
07:35 AM 07:49 AM
10:44 AM 10:54 AM
99.0 99.0 99.0
14.0 14.0 14.0
15.42 15.42 · 14.58
15.5 15.42 14.67
15.0 14.92 14.17
D D D
Y Y Y
NA NA NA NA NA NA
I NA NA NA NA NA NA
6 6 6 6 6 6
14.5 14.42 13.67 13.67 14 13.5
08:00 AM 08:19AM 08:26 AM 08:37 AM 08:50 AM 09:05 AM
11:15AM 11:23AM 11:32AM 11:40AM 11:48AM 11:57AM
10:20 AM
10:26 AM
Time Concrete Was Placed
Length of Vertical Bars (ft.) 13 14.08 13
Time Drilling Was Completed 07:04 AM 07:12 AM 07:22 AM
Y
Reinforcing Bar Size (#)
Casing Diameter (in) NA NA NA
Cased Depth (ft) NA NA NA
Y
Y Y Y Y
Plumb Within Tolerance (yes or no) Y
14.0 15.08 14.0 14.17 14.17 14.7 15.0 14.17
Depth From Top of Concrete (ft) 13.5 14.58 13.5 13.67 13.67 14.17 14.5 9.17
Condition of Bottom (wet or dry) D D D D D D D D
14.0
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Coppell Business Center II, Belt Line Rd. & Lakeshore Dr.
Coppell, Texas
43 -2452-97
Report No.:
Date of Service:
Technician:
Page:
ENGINEERING, INC.
8901 Carpenter Frwy, Suite #100
Dallas, Texas 75247
9807107
03/12/98
Brian Otis
2 of 5
Pier Identification 6-C 6-D 6-E 6-F
Pier Diameter (in.) _ 24 24 24 24
Bell Diameter (in.) 54.0 54.0 54.0 54.0
Top of Pier Elevation (ft) 95.5 95.5 95.5 95.5
From Exist. Grade (fi) 14.0 14.0 14.0 14.0
Initial Depth of Pier From Existing
14.42 15.0 14.0 15.25
Final Depth of Pier From Existing
__Grade (ft) ~ 14.42 15.17 14.08 15.25
6-G
24
54.0
95.5
14.0
14.42
14.42
6-H 6-1 i 6-J
24 24 24
54.0 54.0 54.0
95.5 95.5 95.5
14.0 14.0 14.0
14.0 14.17 15.42
14.17 14.17 15.5
6-K
24
54.0
95.5
14.0
14.42
14.42
6-L
24
54.0
95.5
14.0
15.83
15.83
Depth From Top of Concrete (ft)
Condition of Bottom (wet or dry)
Plumb Within Tolerance (yes or no)
Casing Diameter (in)
Cased Depth (ft)
9.42 10.17 9.08 10.25 9.42 9.17 9.17 10.5 9.42
D D D D D D D D D
Y Y Y Y Y Y Y Y Y
NA NA NA NA NA NA 'NA NA NA
10.83
4-B
24
54.0
99.0
14.0
14.67
14.67
14.17
D D
NA NA
NA NA NA NA NA NA NA NA NA NA NA
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
Time Drilling Was Completed
Time Concrete Was Placed
6 6 6 6 6 6 6
13.75
112:30 PM
14.5 13.41 14.58 13.75 13.5 13.5
09:21 AM 09:27 AM 09:33 AM 09:39 AM 09:46 AM 09:55 AM
12:37 PM 12:45 PM 12:55 PM 01:05 PM 01:14 PM / 01:22 PM
/
14.83
09:59 AM
01:31 PM
13.75
10:08 AM
01:39 PM
6 6
15.16 13.67
10:18 AM 10:32 AM
01:46 PM i 01:55 PM
REPORT OF DRILLED BELLED
PIERS
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Project:
Project No.:
Coppell Business Center II, Belt Line Rd. & Lakeshore Dr.
Coppell, Texas
43 -2452-97
Report No.: 9807107
Date of Service: 03/12/98
Technician: Brian Otis
Page: 3 of 5
Pier Identification
Pier Diameter (in.)
Bell Diameter (in.)
Top of Pier Elevation (ft)
Req. Depth From Exist. Grade (fl) _ _
Initial Depth of Pier From Existing
Grade (fl)
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 ~f .... {~ )
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
Time Drilling Was Completed
Time Concrete Was Placed
4-C 4-d 4-E 4-F
24 24 24 24
54.0 54.0 54.0 54.0
99,0 99.0 99.0 99.0
14.0
14.0
14.0
14.0
4-G 4-1
24 24
54.0 . 5__4.0
99.0 99.0
14.0
4-J
24
54.0
99.0
14.0
14.0 14.0 15.0 14.17 15.42 14.5
14.25 14.0 15.08 14.17 15.5 14.5
13.75 13.5 14.58 13.67 15.0
14.0
D D D D D D
Y Y Y Y Y Y
NA NA NA N~ NA NA
NA
13
10:54 AM
NA
NA
14.08
11:07 AM
02:44 PM
G
NA
NA
13.25
10:44 AM
0 6
13.17 14.5
11:15 AM
02:52 PM
11:25 AM
03:03 PM
14.0
14.42
14.42
13.92
D
Y
NA
NA
6
6
13.42
12:15 PM
03:11 PM
02:30 PM
02:36 PM
NA
6
13.5
12:03 PM
03:21 PM
4-K 4-L 2-L 2-K
24 24 24 24
54.0 54.0
99.0 99.0
14.0 14.0
14.17 14.67
14.17 14.75
13.67 14.25
D D
Y Y
NA NA
NA NA
6 6
6 6
13.17 13.75
12:14 PM 12:23 PM
03:30 PM 03:39 PM
54.0 54.0
99.0 99.0
14.0 14.0
14.08 14.67
14.17 14.67
13.67 14.17
D D
Y Y
NA NA
NA NA
6 6
6 6
13.17 13.67
12:36 PM 12:42 PM
03:49 PM i 04:02 PM
REPORT OF DRILLED BELLED PIERS
ENGINEERINg, INC.
8901 Carpenter Frwy, Suite #100
Dallas, Texas 7524'/
Project:
Project No.:
Coppell Business Center II, Belt Line Rd. & Lakeshore Dr.
Coppell, Texas
43-2452-97
Report No.: 9807107
Date of Service: 03/12/98
lechnician: Brian Otis
Page: 4 of 5
Pier Identification 2-J
_P_i_er Diame_ter (!n.) ....................... _2--4
Bell D_ia_me_te_r (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 ff(~)_
Depth From Top of Concrete (ft)
Condition of Bottom (wet or dry)
Plumb Within Tolerance (yes or no)
54,0
2-1
24
2-G
54,0
54.0
99.0 99.0 99.0
14.0
13.75
13.83
14.0
14.0
14.0
13.5
13.33
14.0
14.08
14.17
13.67
2-F
54.0
2-E
24
2-B
54.0
99.0
3-F
54.0
99.0 99.0
14.0
2-D 2-C
24 24
54.O 54.O
99.0 99.0
14.0
14.0
24
54.0
99.0
D
Y
14.0
14,58 13.25 14.0 13.5
14,67 13,25 14.25 13.58
12.75
14.17
13,75
D
Y
Y
D
Y
Casing Diameter (in) 'NA NA NA NA NA NA
Cased Depth (ftc) NA NA NA NA NA NA
12,25
14.0 14.0
13.83 14.83
13.83 14.83
13.33 14.33
D D
Y Y
NA NA
NA NA
6 6
6 6
12.83 13.83
01:48 PM 01:57 PM
04:54 PM 04:59 PM
13.17
13
01:03 PM
04:22 PM
13.25
02:05 PM
05:05 PM
Number of Venicai 8ars (ea.)
Reinforcing Bar Size (#)
13.08
3-G 3-1
24 24
54.0 54.0
99.0 99.0
14.0 14.0
14.67 14.25
14,67 14.25
14.17 13.75
D
Y
NA
NA
6 6
D D
Y Y
NA NA
NA NA
12.58
02:16 PM
6 6
13.67 13.25
02:25 PM 02:38 PM
05:20 PM 05:26 PM
05:14 PM
Length of Vertical Bars (ft.)
12.83
6
13,67
01:25 PM
04:38 PM
Time Drilling Was Completed
Time Concrete Was Placed
t12~:5~1 PM
04:12 PM
01:13 PM
04:30 PM
01:40 PM
04:45 PM
_)
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Coppell Business Center II, Belt Line Rd. & Lakeshore Dr.
Coppell, Texas
43-2452-97
ENGINEERING, INC.
8901 Carpenter Frwy,, Suite #100
Dallas, Texas 75247
aeport No.: 9807107
Oat, of Service: 03/12/98
Technician: Brian Otis
Page: 5 of 5
Pier Identification 3-d 3-K 3-L 10-H
Pier Diameter (in.) 24 24 24 24
Bell Diameter (in.) 54.0 54.0 54.0 54.0
Top of Pier Elevation (ft) 99.0 99.0 99.0 95.5
From Exist. Grade (ft)
Initial Depth of Pier From Existing
Final Depth of Pier From Existing
14.0 14.0 14.0 14.0
9-H
24
54.0
95.5
14.0
14,33 13.75 14.67 13.75 14.33
8-H 7-H 5-H
24 24 24
54.0 54.0 54.0
95.5 95.5 95.5
4-H 3-H
24 24
54.0 54.0
95.5 95.5
14.0 14.0 14.0 14.0 14.0
14.83 13.25 14.08 14.0
14.5 13.83 14.67 13.75 14.5 14.83 13.33 14.08 14.08
Depth From Top of Concrete (ft) 14,0 13.33 14.17 8.75 9.5 9.83 8.33 9.08 9.08 8.83
13.83
13.83
Condition of Bottom (wet or dry)
D D D D D
Plumb Within Tolerance (yes or no) Y Y Y Y
Casin~ Diameter (in) NA NA NA' NA
Cased Depth (ft)
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
NA NA NA NA
Y
NA
NA
D D D D D
Y Y Y Y Y
NA NA NA NA NA
NA NA
2-H
Time Drilling Was Completed
Time Concrete Was Placed
13.5
02:47 PM
05:32 PM
12.83
03:02 PM
05:38 PM
13,67
03:15 PM
05:45 PM
6 6
13.08 13.83
09:10 AM 09:18 AM
01:16 PM 01:24 PM
02:15 PM
24
54.0
i 95:5
14.08
14.33
_9:_33
Y
NA
NA NA NA NA
6 6 6 6 6 6
14.16 12,66 13.41 13.41 13.16 13.66
09:30 AM 09:38 AM 09:47 AM 10:00 AM 10:08 AM
01:32 PM 01:40 PM 01:49 PM 02:10 PM
10:19 AM
I 02:28 PM
CONCRETE COMPRESSIVE STRENGTH TES'£
Date of Service: 03/04/1998 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
9806445
43-2452
Coppell
Belt Lin
CoppelL
Services: Obtain samples of fresh concrete at the placement locations, perform requil
compressive strength samples.**
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 03/04/1998
TIME SAMPLED: 4:45 am BY:
WEATHER CONDITIONS: Windy,
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
03/19/1998
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 4:05 am
~ck Farris
~old
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
SAMPLE LOCATION:
CYLINDER
MARKED
SET NO.
4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
! 0E, 2 ft. W of line E
TEMPERATURE (F) - AIR 40 F CONCRETE: 62 F
TRUCKNO: 1805 TICmTNO: 651548
AIR CONTENT (%): N/A t~ IT WEIGtrr (pc0: N/A
PLACEMENT LOCATION:
Slab-on-grade, Building A floor, lines !-11, ~ -E
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
01 I 4.75 03/11/1998 7 103110
01 2 4.75 03/11/1998 7 106660
Average
A(
01 3 4.75 04/01/1998 28
01 4 4.75 04/01/1998 28
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the
:CUMULATIVE YARDS: 50
COMPRESSIVE
STRENGTH
(psi)
3650
3770
3710
FRA~URE
TYPE
itten approval of HBC Engineering, Inc.
01AK Page 1 of 10
CONCRETE COMPRESSIVE STRENGTH TES £
Date of Service:
Client No.:
Client:
03/04/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 980644:
Project No.: 43-2452
Project: Coppeli
Belt Lir
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: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 03/04/1998
TIME SAMPLED: 5:30 am BY:
WEATHER CONDITIONS: Windy,
TEMPERATURE (F) - AIR 48 F (
TRUCK NO: 846 TICK
AIR CONTENT (%): N/A ur
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Line 8C, 6 ft. N & 5 ft. E
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
02 1 5.25 03/11/1998 7 106590
02 2 5.25 03/11/1998 7 102710
Average
02 3 5.25 04/01/1998 28
02 4 5.25 04/01 / 1998 28
A~
This report is exclusively tbr tile use of the client indicated above and shall not be reproduced except in full without thc v
01AK Page 2 of l0
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
03/19/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 4:59 am
ack Farris
gold
:ONCRETE: 69 V
~.T NO: 651557
IT WEIGHT (poD: N/A
2CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3770
3630
3700
140
rittcn approval of HBC Engineering, Inc.
CONCRETE COMPRESSIVE STRENGTH TES f
Date of Service:
Client No.:
Client:
03/04/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9806445
Project No.: 43-2452-
Project: 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: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCm~TE CLASS: 9349
PLACEMENT DATE: 03/04/1998
TIME SAMPLED: 6:50 am BY: J:
WEATHER CONDITIONS: ' Cloudy,
TEMPERATURE (F) - AIR 50 F C
TRUCK NO: 373 TICKE
AIR CONTENT (%): N/A UN]
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Line 7E, 6 ft. N & 2 ft. W
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
03 1 5.00 03/11/1998 7 95960
03 2 5.00 03/11/1998 7 92270
Average
03 3 5.00 04/01/1998 28
03 4 5.00 04/01/1998 28
Al
This report is exclusively tbr the nsc of the client indicated above and shall not be reproduced except in full without the wr
01AK Page 3 of l0
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
97
Report Date
03/19/1998
3usiness Center II
:Rd. & Lakeshore Dr.
Texas
~d field test and cast
BATCHTIME: 6:18 am
tek Farris
~indy
)NCRETE: 62 V
rNO: 651568
T WEIGHT (pcf): N/A
2CUMULATIVE YARDS: 23 0
UOMPRESSIVE
STRENGTH
(psi)
3390
3260
3330
FRACTURE
TYPE
ofHBC Engmccnng nc
ttcn approval ' ~
CONCRETE COMPRi,J.SIVE STRENGTH TE J'
Date of Service: 03/04/1998 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
980644.'
43-2452
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: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28' Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 03/04/1998
TIME SAMPLED: 7:55 am BY: J
Cloudy,
WEATHER CONDITIONS:
TEMPERATURE (F) -AIR 54 F 12
TRUCK NO: 730 TICm
AIR CONTENT (%): N/A u~
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Line 6C, 4 ft. N
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (Ibs.~rce)
04 l 4.75 03/11/1998 7 99890
04 2 4.75 03/11/1998 7 98150
Average
04 3 4.75 04/01/1998 28
04 4 4.75 04/01/1998 28
Al
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the
01AK Page 4 of 10
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
03/19/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 7:20 am
ack Farris
windy
ONCRETE: 65 F
:TNO: 651580
IT WEIGHT (pcf): N/A
?CUMULATIVE YARDS: 340
COMPRESSIVE
STRENGTH
(osi)
3530
3470
3500
FRACTURE
TYPE
'itten approval of HBC Engineering, Inc.
CONCRETE COMPRL3SIVE STRENGTH TEb £
Date of Service:
Client No.:
Client:
03/04/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 980644~
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: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMErCr DATE: 03/04/1998
TIME SAMPLED: 8'.40 am BY: J
Cloudy,
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR .56 F
TRUCK NO: 760 TICK]
AIR CONTENT (%): N/A uN
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Line 5D, 3 ft. N & 3 fL E
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(incites) TESTED (days) (lbs. force)
05 I 4.00 03/11/1998 7 137100
05 2 4.00 03/11/1998 7 134650
Average
05 3 4.00 04/01/1998 28
05 4 4.00 04/01/1998 28
A(
This report is exclusively tbr tile use of the client indicated above and shall not be reproduced except in full without the
01AK Page 5 of 10
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
.97
Report Date
03/19/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
'ed field test and cast
BATCH TIME: 8:05 am
ack Farris
windy
ONCRETE: 65 F
:TNO: 651591
IT WEIGHT (pc0: N/A
:CUMULATIVE YARDS: 440
COMPRESSIVE
STRENGTH
(psi)
4850
4760
4810
F~U~
T~E
itten approval of HBC Engineering, Inc.
CONCRETE COMPR SIVE STRENGTH TEE'
Date of Service: 03/04/1998 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
980644.'
43-2452
Coppell
Belt Lin
CoppelL
Services: Obtain samples of fresh concrete at the placement locations, perform requii
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 03/04/1998
TIME SAMPLED: 9:20 am BY:
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 57
TRUCK NO: 853 TICKI
AIR CONTENT (%): N/A UN
PLACEMENT LOCATION:
See page 1
SAMPLE LOCATION: Line 4D, 2 ft. N
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
06 1 4.25 03/11/1998 7 101670
06 2 4.25 03/11/1998 7 105840
Average
06 3 4.25 04/01/1998 28
06 4 4.25 04/01/1998 28
A(
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the ~
01AK Page 6 of 10
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/19/1998
-97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 8:45 am
ack Farris
windy
ONCRETE: 62 F
;TNO: 651602
IT WEIGHT (pet}: N/A
:CUMULATIVE YARDS: 550
COMPRESSIVE
STRENGTH
(psi)
3600
3740
3670
FRACTURE
TYPE
tten approval of HBC Engineering, Inc.
CONCRETE COMPR SIVE STRENGTH
Date of Service: 03/04/I 998 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
9806445
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: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM Co39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMEnt DATE: 03/04/1998
TIME SAMPLED: 10:55 am BY:
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 59 F C
TRUCKNO: 373 TICgd
AIR CONTENT (%): N/A ' UN
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Line 4A
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
07 I 5.00 03/11/1998 7 94240
07 2 5.00 03/11/1998 7 97810
Average
07 3 5.00 04/01/1998 28
07 4 5.00 04/01/1998 28
A(
This report is exclusively tbr the usc of the client indicated above and shall not be reproduced except in full without thc wr
01AK Page 7 of 10
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
03/19/1998
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCHTIME: 10:09 am
ick Fan'is
windy
DNCRETE: 69 F
,TNO: 651619
~T WEIGHT (pcf): N/A
!CUMULATIVE YARDS: 640
COMPRESSIVE
STRENGTH
(psi)
3330
3460
3400
FRACTURE
TYPE
~tten approval of HBC Engineering, Inc.
CONCRETE COMPR SIVE STRENGTH TEb
Date of Service: 03/04/1998 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
980644_~
43-2452
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: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 03/04/1998
TIME SAMPLED: 12:05 pm BY: J
WEATHER CONDITIONS: Cloudy,
TEMPERATURE (F) - AIR 60 F C
TRUCK NO: 730 TICK[
AIR CONTENT (%): N/A UN
PLACEMENT LOCATION:
See page I
SAMPLE LOCATION: Line 3E
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
08 1 4.75 03/11/1998 7 114240
08 2 4.75 03/11/1998 7 117660
Average
08 3 4.75 04/01/1998 28
08 4 4.75 04/01/1998 28
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 8 of 10
8901 Carpenter Frwy., Suite #106
Dallas, Texas 75247
Report Date
03/19/1998
-97
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 1 1:30 am
~ck Fan-is
~vindy
~)NCRETE: 70 F
TNO: 651638
X WEIGHT (pef): N/A
CUMULATIVE YARDS: 750
COMPRESSIVE
STRENGTH
(psi)
4040
4160
4100
FRA~URE
T~E
tten approval of HBC Engineering, Inc.
CONCRETE COMPR SIVE STRENGTH
Date of Service: 03/04/1998 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
980644'
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: 22
SPECIFICATION REQUIREMENTS
STRENGTm 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 03/04/1998
TIME SAMPLED: 1:30 pm BY: J
WEATHER CONDITIONS: Sunny, v
TEMPERATURE (F) - AIR 61 ~ c
TRUCK NO: 512 TICK~
AIR co,trENT (%): N/A UN:
PLACEMENT LOCATION: .
See page I
SAMPLE LOCATION: Line 2A, 4 fi. E
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
09 1 5.00 03/11/1998
09 2 5.00 03/11/1998
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 106260
7 109740
Average
09 3 5.00 04/01/1998 28
09 4 5.00 04/01/1998 28
AC
This report is exclusively tbr thc use of the client indicated above and shall not be reproduced except in full without the wri
01AK Page 9 of 10
ENGINF_ERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
03/19/1998
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 12:55 pm
lek Farris
dndy
9NCRETE: 72 g
TNO: 651656
T WEIGHT (pc0: N/A
CUMULATIVE YARDS: 840
EOMPRESSIVE
STRENGTH
(psi)
3760
3880
3820
FRACTURE
TYPE
ten approval of HBC Engineering, Inc.
CONCRETE COMPR r SIVE STRENGTH
Date of Service: 03/04/I 998
Client No.: 52617000
Report No.: 980644.'
Project No.: 43-2452-97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/19/1998
Client: Lincoln Property Colnpany Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Services:
SLUMP:
AIR:
TEST METHOD:
Coppell
Belt Lin
CoppelL
Obtain samples of fresh concrete at the placement locations, perform requil
compressive strength samples.**
Butler Construction
Pioneer Concrete
22
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Line ID, 5 ft. N
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
10 i 5.00 03/I 1/1998
10 2 5.00 03/11/1998
10 3 5.00 04/01/1998
10 4 5.00 04/01/1998
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 03/04/1998
TIME SAMPLED: 2:40 pm BY: J
WEATHER CONDITIONS: Sunny, ¥
TEMPERATURE (F)- AIR 61 F ¢
TRUCK NO: 1805 TICK[
AIR CONTENT (%): N/A UN:
PLACEMENT LOCATION:
See page !
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
Note: Between lines 2 & 3 and D & E, rutting
added, plus additional reinforcing steel.
Started: 3:00 am
( I ) City of Coppell/Bldg. lnsp.
(I) City of Coppell/Constr. lnsp.
Technician: Jack Farris
Report Distribution:
(I) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC. Inc.
7 90800
7 89730
Average
28
28
A£
occurred. Uncompacted
Finished: 4:00 pm H~
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCHTIME: 2:10 pm
ick Farris
Andy
DNCRETE: 76 F
TNO: 651673 .
iT WEIGHT (pcf): N/A
CUMULATIVE YARDS: 930
COMPRESSIVE
STRENGTH
(psi)
3210
3170
3190
soil was
This report is exclusively lbr the use of the client indicated above and shall not be reproduced except in full without the wr
:~ugene Harbour
Vice President
FRACTURE
TYPE
approval of HBC Engineering, Inc.
01AK Page 10 of 10
CONCRETE COMP SIVE STRENGTH
Date of Service: 02/16/1998 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
9805121
43-2452
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: 22
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: 02/16/1998
TIME SAMPLED: 10:55 am BY:
WEATHER CONDITIONS: ' Cloudy
TEMPERATURE (F) - AIR 53 F
TRUCK NO: 841 TICI~
AIR CONTENT (%): N/A tm
PLACEMENT LOCATION:
Piers, Building A
SAMPLE LOCATION: C-2. C-3, C-4
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
I 1 4.75
I 2 4.75
1 3 '4.75
I 4 4.75
Technician time on report
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
02/23/1998 7 103540
02/23/1998 7 105500
Average
03/16/1998 28 153290
03/16/1998 28 150540
Average
9805119.
Technician: Brian Otis
Report Distribution:
(I) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(I) AECC. Inc.
Started: Finished:
(I) City ofCoppcll/Bldg, lnsp.
(I) City ofCoppcll/Constr. Insp.
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the w~
97
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/19/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCHTIME: 10:05 am
grian Otis
drizzle
iONCRETE: 68 F
;TNO: 633493
1T WEIGIIT (pet): N/A
?CUMULATIVE YARDS: 30
COMPRESSIVE
STRENGTH
(psi)
3660
3730
3700
5420
5320
5370
Eugene Harbour
Vice President
itten approval of HBC Engineering, Inc.
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