Northlake 635(3)-LR 980321CONCRETE COMPRESSIVE STRENGTH
Date of Service: 02/18/1998 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: 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: 3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCm~TE CLASS: 9337
PLACEMENT ~)ATE: 02/18/1998
TIME SAMPLED: 12:24 pm BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 63
TRUCKNO: 736 TICKI
AIR CONTENT (%): N/A UN
PLACEMENT LOCATION:
Piers, Building A
SAMPLE LOCATION: Piers A/9, A-9.5, A-10
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 5.00
I 2 5.00
! 3 5.00
I 4 5.00
Technician time on report
REPORT OF TESTS
MAXIMUM
DATE
TESTED
02/25/1998
02/25/1998
03/18/1998
03/18/1998
985315.
AGE LOAD
(days) (Ibs.~rce)
7 105250
7 103550
Average
28 144380
28 143890
Average
ENGINEERINg, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
980531( Report Date
03/21/1998
43-2459,97
Coppell Business Center II
Belt Lin e Rd. & Lakeshore Dr.
Coppell: Texas
ed field test and cast
BATCH TIME: 11:45 am
;rian Otis
lid
F CONCRETE: 64 F
TNO: 633579
IT WEIGHT (pcO: N/A
A(
CUMULATIVE YARDS: 30
COMPRESSIVE
STRENGTH
(psi)
3720
3660
3690
5110
5090
5100
FRACTURE
TYPE
Technician: Brian Otis
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(l) O'Brien & Associates
(1) AECC, Inc.
01AK
Started:
(l) City of Coppell/BIdg. Insp.
(I} City ofCoppell/Constr. Insp.
Finished:
g, Inc.
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wt
Page 1 of 1
~ugene Harbour
Vice President
~ten approval of HBC Engineering, Inc.
CONCRETE COMPR .3SIVE STRENGTH
Date of Service: 03/11/1998 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:
SLUMP:
AIR:
TEST METHOD:
980699]
43-2452
Coppell
Belt Lin
Coppell,
Obtain samples of fresh concrete at the placement locations, perform requi~
compressive strength samples.**
Butler Construction
Pioneer Concrete
22
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: 9-C, 9-D, 9-E
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 03/11/1998
TIME SAMPLED: 1 .'48 pm BY: [
CYLINDER
MARKED
SET NO.
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 50 F
TRUCK NO: 756 TICKI
AIR CONTENT (%): N/A UN
PLACEMENT LOCATION:
Piers, Building D
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (Ibs.~rce)
1 I 6.00 03/18/1998 7 92590
1 2 6.00 03/18/1998 7 95890
Average
1 3 6.00 04/08/1998 28
1 4 6.00 04/08/1998 28
Technician time on report 9806990.
AC
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/21/1998
-97
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 12:45 pm
,rian Otis
.Id
DNCRETE: 62 g
TNO: 652126
iT WEIGHT (pc0: N/A
CUMULATIVE YARDS: 30
COMPRESSIVE
STRENGTH
(psi)
3270
3390
3330
FRACTURE
TYPE
Technician: Brian Otis Started: Finished: H~ ~1
Report Distribution:
(I) Lincoln Property Company (1) City of Coppell/Bldg. Insp.
1 ~;~Ug ne e Harbour
(I) Butler Construction (1) City of Coppell/Constr. lnsp.
(I) O'Brien & Associates [Vice President
(I) AECC, Inc.
This report is exclusively lbr thc use of the client indicated above and shall not be reproduced except in full without the wri~¢n approval of HBC Engineering, Inc.
1
OIAK Page I of I
REPORT OF CONCRr' E INSPECTION
Date of Service:
Client No.:
Client:
Services:
03/10/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Concrete inspection
Report No.: 980687
Project No.: 43-245:
Project: Coppell
Belt Li~
Coppell
On this date, an HBC Engineering technician arrived at above referen
as scheduled for concrete inspection. Placement had been cancelled
notification to lab.
Trip Charge: Minimum 2 Hours
Technician: Terry L. Smith
Report Distribution:
(I) Lincoln Property Company
(l) Butler Construction
(1) O'Brien & Associates
(I) AECC, Inc.
( 1 ) City of Coppell/Bldg. lnsp.
(1) City ofCoppell/Constr, lnsp.
Fl
This report is exclusively ~br the use of the client indicated above and shall not be reproduced except in full without the wri
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
03/21 / 1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
:ed jobsite
without prior
En~ng, Inc.
,ul D. Smith, P.E.
nior Project Engineer
tten approval of HBC Engineering, Inc.
99AK Page 1 of I
REPORT OF DRILLLf" BELLED PIER INSP I
8901 Carpenter Frwy., Suite #100
DiUas, Texas 75247
Date of Service: 03/11/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Lar~ Moon
500 No~_h Akard Street
Dallas TX 75201-3394
Services: Drilled belled pier inspection
Report No.: 980699
Project No.: 43-245:
Project: Coppell
Belt Lit
Coppell
D Report Date
03/21/1998
!-97
Business Center H
te Rd. & Lakeshore Dr.
Texas
On this date,
jobsite as scheduled for drilled pier inspection.
recorded data.
Technician time: 6:00 am to 6:30 pm
Technician: Brian O~Js
Report Distribution:
(1) Lincoln Propmy C~mpmy
(!) BW/~ C~m
(1) O'Brim & Assoe~
O) Ar:cc, mo.
an HBC Engineering technician arrived at the above re:
See attached she~
(1) City of Coppell/Bldg, Insp.
(1) C~ty of CoppemCct~r. tn~p.
P
This repot is excludvely for the use of the cl/mt indicated above md shall ncr be reproduced ex,pt in full without the wria
erenced
:t for
, Inc.
aul D. Smith, P.E.
~tior Project Eugineer
approval of I-IBC Eagin~rin~.
99MP Page I of I
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Coppell Business Center II, Belt Line Rd. & Lakeshore Dr.
Coppell, Texas
43-2452-97
8901 Carpenter Fn, ty., Suite #100
Dallas, Texas 75247
Report NO.: 9806990
Date of Service: 03/11/98
Technician: Brian Otis
Page: 1 of 4
Pier Identification
Pier Diameter (in.)
9-C
24
9-D
24
9-E
24
9-F
24
9-G
24
9-1
9-J
24
9-K
24
9-L
24
8-B
24
8-C
24
24
Bell Diameter (in.) 54.0 54.0 54.0 54.0 54.0 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 99.0 99.0 99.0 99.0 99.0 99.0
14,0
14.0
14.0
14.0
Req. Depth From Exist. Grade (ft)
Initial Depth of Pier From Existing
Grade (fi)
Final Depth of Pier From Existing
Grade (fi) .....
14,0
14.0
14.0
14.0
14.0
14.0
14.0
. 14.42 13.42 14.42 14.67 14.58 15.67 14.42 15.0 15.0 15.0 14.0
14.5 13.42 14.42 14.75 14,58 15.83 14.42 15.0 15.17 15.0 14.08
Depth From Top of Concrete (ft) 14.0 12.92 13.92 14.25 14.08 15,33 13,92 14.5 14.67 14.5 13.58
Condition of Bottom (wet or dry) D D D D D D D D D D D
Plumb Within Tolerance (yes or no) Y Y Y Y Y ,Y Y Y Y Y Y
Casing Diameter (in) NA NA NA NA NA NA NA NA NA NA NA
Cased Depth (ft) NA NA NA NA NA NA NA NA NA NA NA
Number of Vertical Bars (ea.) 15 15 15 § 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6 6
Length of Vertical Bars (ft.) 13.5 12.42 13.42 13.75 13,58 14,83 13.42 14 14.17 14 13,08
Time Drilling Was Completed 10:35 AM 10:27 AM 10:18 AM 10:09 AM 10:01 AM 09:51 AM 09:42 AM 09:31 AM 09:15 AM 11:20 AM 11:49AM
Time Concrete Was Placed 02:00 PM 02:08 PM 02:16 PM 02:25 PM 03:15 PM 03:23 PM 03:32 PM 03:42 PM 03:53 PM 04:10 PM 04:19 PM
IL
REPORT OF DRILLED BELLED PIERS
ENGINEERING, INC.
8901 Carpenter Fr'.vv. Suite # 100
Dallas, Texas 75247
Project:
Project No,:
Coppell Business Center II, Belt Line Rd. & Lakeshore Dr.
Coppell, Texas
43-2452-97
Report No.: 9806990
Date of Service: 03/11/98
Technician: Brian Otis
Page 2 of 4
Pier Identification
Pier Diame_te~r (~in,~)
_ Be!! Diameter (in,)
Top of Pier Elevation (ft)
Req, Depth From Exist, Grade fit)
Initial Depth of Pier From Existing
Grade (fi)
Final Depth of Pier From Existing
Grade (fi)
Depth From Top of Concrete fit)
Condition of Bottom (wet or dry)
Plumb Within Tolerance (yes or no)
Casing Diameter (in)
~_a? e d De pt~h~{ft_}_)
_Reinforcing Bar Size (#)
_L__e. ng~th of Vertical Bars (ft,)
Time Drilling Was Completed
Time Concrete Was Placed
10-B 10-C
24 24
54.0 54.0
99.0 99.0
14.0 14.0
18.0 18.75
18.0 18.75
17.5 18.25
D D
Y Y
NA NA
IO~D 10-E
24 24
54,0 54,0
99,0 99,0
14,0 14,0
18,0 18,0
18.08 18.0
17,58 17,5
D D
Y Y
NA NA
10-F
24
54.0
99.0
14,0
19.0
19.08
18.58
D
Y
NA
10-G 10-1 10-J 10-K i 10-L
24 24 24 24 ~ 24
54.0 54.0
99.0 99.0
14.0
17.58
17.67
17.17
D
Y
NA
14.0
17.33
17.33
16.83
99.0
14.0
18.75
18.83
99.0
99.0
14,0 14.0
18.75
18.75
18.0
18.08
17.58
54.0
99.0
14.0
14.08
14.08
13.58
D
D
._ NA NA ..... _NA NA .NA- _ NA
0[0
6 6 [ 6 6 1. e ....... 6___
/
17 17.75 1_7_:._0_8 l 17 18.08 16.67
/
06:45 AM 07:10 AM 07:22 AM I 07:44 AM 07:55 AM 08:06 AM
/
11:18AM 11:27AM 11:37AM t11:45AM 11:58AM 12:45 PM
18.33
18.25
Y Y Y Y Y
NA NA NA NA NA
NA NA .... NA NA ..... NA .....
t::i t5 ........
6 6 6 ~ 6 6
16.33 17.83 17.75 17.08 13.08
08:25 AM 08:37 AM 08:54 AM 09:04 AM 10:46 AM
12:53 PM 01:05 PM 01:15 PM 01:26 PM 01:35 PM
REPORT OF DRILLED BELLED PIERS
ENGINEERING, INC.
890l 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.: 9806990
Date of Service: 03/11/98
Technician: Brian Otis
Page 3 of 4
Pier Identification
~!er .Diame~t_e__r (i~n._) ......
Be_Il _D i a _rn_ ~e_t_ _e r_ ! i_n ._) ............. 54..Q ..... _54__.~ ....
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.)
T_!m.e.D_ ri!!i n~g W_.a_s com__p_le_t_e_d
Time Concrete Was Placed
8-D 8oE 8-F
24 24 24
99,0 99,0
14,0 14,0
14,08 14,0
14,25 14,0
54.0
8-G
24
54.0
8-1
54.0
8-J
54.0
8-K
54,0
8-L
54.0
13.75
D
Y
99.0 99.0
14.0 14.0
14.0 14.17
14.08 14.25
13.52 13.75
D D
Y Y
13.5
D
Y
99.0
14,0
14.25
14.33
13.83
D
Y
NA NA NA NA . NA
_ N~ ......... N~A .........._1'4~ ...... N~A NA
~ ~ ~ 6 6
6
13.25
99.0
14.0
14.08
14.08
13.58
D
Y
99,0
14,0
14.0
14.25
13.75
D
Y
99.0
14.0
15.0
12:22 PM
05:10 PM
15,17
14.67
Y
7-B
6 6 6
13.25 13 13.08
11:59 AM 12:05 PM 12:14 PM
04:26 PM 04:38 PM 04:48 PM
24
54,0
99.0
14.0
14.42
14.42
13.92
D
Y
7-C
54.0
99,0
14,0
14,0
· 7-D
54.0
99.0
14,0
14.42
14.25 14.42
13.75 13.92
D D
Y Y
NA
NA
6
6
13.08
12:38 PM
05:31 PM
NA NA NA
NA NA NA
6
6
13,42
01:11 PM
6 6
13.25 14.17
12:47 PM 12:58 PM
05:40 PM 05:45 PM
6
05:54 PM
13.33
12:30 PM
05:22 PM
NA NA
NA NA
6 6
6 6
13.25 13.42
01:17 PM 01:24 PM
05:58 PM 06:08 PM
LLI
...J
--I
ILl
1:13
ILl
0
0