Northlake 635(3)-LR 980219CONCRETE COMPI SIVE'STRENGTH TES .
Date of Service:
Client No.:
Client:
02/11/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9804774
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: 3500 psi ~ 28 Days
4-6"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: I/6
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 02/11/1998
TIME SAMPLED: 10'00 am BY: 1~
WEATHER CONDITIONS: Warm, p
TEMPERATURE (~3-AIR 56 V C
TRUCK NO: 512 TICKE
AIR CONTENT (%): N/A UN~
PLACEMENT LOCATION:
Piers
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 5.00 02/18/1998
1 2 5.00 02/18/1998
1 3 5.00 03/11/1998
1 4 5.00 03/11/1998
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 64400
7 65420
Average
28
28
AC
Technician time on report 9804773.
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
-97
Report Date
02/19/1998
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 9:10 am
,el Ratliff
artly cloudy, windy
3NCRETE: 68 F
rNO: 637173
T WEIGHT (pc0: N/A
CUMULATIVE YARDS:
~OMPRESSIVE
STRENGTH
(psi)
2280
2310
2300
20
FRACTURE
TYPE
Technician: Del Ratliff
Report Distribution:
(1) Lincoln Property Company
(I) Butler Construction
(1) O'Bricn & Associates
(1) AECC, Inc.
Started:
( I ) City of Coppcll/BIdg. Insp.
( I ) City of Coppell/Constr. Insp.
Finished:
Inc
This report is exclusively for thc usc of the client indicated above and shall not be reproduced except in full without thc wi
~ugene Harbour
Vice President
t~n approval of HBC Engineering, Inc.
01AK Page 1 of I
02/20/98 FRI 15:04 FAX 21463~70 HBC ENGINEERING ~
CONCRETE COMPRESSIV E STRENGTH TEST
~002
4747 Irving Blvd., Dallak
Date of Service: 02/11/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
DaUas TX 75201-3394
Report No.: 9804774
Project No.: 43-2452.
Project: Coppell
Belt Lin~
Coppell,
Services: Obtain samples of flesh concrete at the placement locations, perform requiz
compressive strength samples.**
$TRENGTII:
SLUMP:
AIR:
~ Mt'.THOD:
CO~TRACrOm Butler Construction
CONCRETE SUPPLIER; Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
3500 psi ~ 28 Days
4-6"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: It'6
PROJECT DATA
CONCRWTE CLA~q:
PLACEMENT DATE;:
9337
02/11/1998
97
Report Date
02/19/1998
5usiness Center II
; Rd. & Lakesbore Dr.
Texas
ed field t~st and cast
~,TCa'nra~: 9:10 am
T~MESA~LEO: 10:00 am ay: ~el ~tliff
WEATH~ CONDmON$: W~, ~aRly cloudy, windy
~UCKNO: 512 ~C~TNO: 637173
PLACEMENT LOCATION:
Piers
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
'- SE'T NO. (inches) TESTE;D (day~) (Ib~- force)
I I 5.00 02/18/1998 7 64400
I 2 5.00 02/18/I 998 7 65420
Average
5.00 03/I 1/1998 28
5.00 03/11/1998 28
Technician time on report 9804773.
Started:
(!) City of Coppell/Bl4$. Imp.
(I) City of Coppell/Con~tr. InSp.
Finished:
TeChnician: Del Ratliff
Report Distribution:
(l) Lincoln Ptopett7 Company
(I) Butler Construction
(l) O'Srlcn & Associates
(1) AECC. lnG.
This report i5 exclusively tbr the use of the client indicated above and shall not be eepro4uccd except in ~ull wlbhout thc
PnOe 1 of 1
0tAK
COM~RIESSIVE
STRENGTH
2280
2310
2300
CCUMULATIVE YARDS: 20
FRACTURE
TYPE
Vi~ President
written approval of I-iBC En$ineeting. lno.
REPORT OF DRILLE r' BELLED PIER INSPE IO
Date of Service:
Client No.:
Client:
Services:
02/16/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Drilled belled pier inspection.
Report No.: 980511[
Project No.: 43-2452
Project: Coppell
Belt Lin,
Coppell,
On this date, an HBC
jobsite as scheduled
recorded data.
Engineering technician arrived at the above ref,
for drilled belled pier inspection. See attach~
NOTE: Piers drilled on this date were for Building A.
Technician Time: 6:30 am to 2:00 pm
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
-97
Report Date
02/19/1998
Business Center II
~ Rd. & Lakeshore Dr.
Texas
~renced
~d sheets for
Technician: Brian Otis
Report Distribution:
(1) Lincoln Property Company (I) City of Coppell/Bldg, Imp.
( I ) Butler Construction ( I ) City of Coppell/Constr. lnsp.
(1) O'Brien & Assnoiat~s
(!) AECC, Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
995S Page I of I
Sea dot Project Engin~
ICh approval of HBC Engineering, Inc.
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Coppell Business Center II
Belt Line Rd. & Lakeshore Dr., Coppell, Texas
43-2452-97
4747 In'ins Boulevard, Suite 206
Dallas, Texas 75247
ReportNo.: 9805119
Date of Service: 02/16/98
Technician: D. Ratliff
Page: 1 of 3
Pier Identification B-2 B-3 B-4 B-5 B-6 B-8 B-9 B-10 D-10 D-9 D-8
Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 24 24
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 d~y)
Plumb Within Tolerance (yes or no)
Casing Diameter (in)
Cased Depth (ft)
Reinforcing Bar Size (#)
Length of Vertical Bars (fL)
Time Drilling Was Completed
54 54 54 54 54 54 54 54 54 54 54
99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0
15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0
15.42 15.0 16.0 15.58 15.67 16.25 15.58 15.58 15.83 15.42 15.5
15.5 15.17 16.0 15.67 15.67 16.17 15.67 15.58 15.83 15.33 15.58
15.0 14.67 15.5 15.17 15.17 15.67 15.17 15.08 15.33 14.83 15.08
Dry Dry Dry Dry Dry Dry D. ry Dry Dry Dry Dry
Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Time Concrete Was Placed
6 6 6 6 6 6 6 6 6 6 6
14.5 14.17 15.0 14.67 14.67 15.17 14.67 14.58 14.83
7:50 am 8:09 am 8:18 am 8:29 am 8:42 am
9:10 am 9:18 am 9:28 am 9:35 am 9:41 am
8:50 am
9:50 am
9:07 am
9:58 am
9:22 am
10:10 am
9:34 am
10:22 am
14.33
9:48 am
10:35 am
14.58
9:57 am
10:50 am
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Coppell Business Center II
Belt Line Rd. & Lakeshore Dr., Coppell, Texas
43-2452-97
4747 Irvin8 Boulevard, Suite 206
Dallas, Texas 75247
Report No.: 9805119
Date of Service: 02/16/98
Technician: D. Ratliff
Page: 2 of 3
Pier Identification
Pier Diameter (in.)
D-6
24
D-5
24
D-4
24
D-3
24
D-2
C-2
C-3
C-4
24
C-5
24
C-6
24
C~8
24
Bell Diameter (in.) 54 54 54 54 54 54 54 54
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
Req. Depth From Exist. Grade (ft) 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0
Initial Depth of Pier From Exlefing
Grade (ft) 15.42 15.5 15.58 16.0 16.0 16.25 17.0 16.25 16.33 16.5 17.0
Final Depth of Pier From Existing
Grade (ft) 15.58 15.5 15.5 16.17 16.25 16.42 17.0 16.33 16.5 16.67 17.0
Depth From Top of Concrete (ft) 15.08 15.0 15.0 15.67 15.75 15.92 16.5 15.83 16.0 16.17 16.5
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry _ . Dry
Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Casing Diameter (in) N/A N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A
Cased Depth (ft) N/A N/A NIA N/A NIA N/A N/A N/A N/A N/A N/A
Number of Verii=ai ~ara (ea.) 6 6 6 6 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.) 14.58 15.0 15.0 15.17 15.25 15.42 16.0 15.33 15.5 15.67 16.0
Time Drilling Was Completed 10:06 am 10:15 am 10:30 am 10:43 am 10:55 am 9:05 am 9:18 am 9:33 am 9:48 am 10:05 am 10:18 am
Time Concrete Was Placed 11:03 am 11:18 am 11:33 am 11:45 am 11:57 am 12:07 pm 12:15 pm 12:25 pm 12:33 pm 12:45 pm 12:56 pm
IL
REPORT OF DRILLED BELLED PIERS
Project:
Project No.:
Coppell Business Center II
Belt Line Rd. & Lakeshore Dr., Coppell, Texas
43-2452-97
FJqGINEERII'~, INC.
4747 lrvin8 Boulevard, Suite 206
Dallas, Texas 75247
ReportNo.: 9805119
Date of Service: 02/16/98
Technician: D. Ratliff
Page: 3 of 3
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)
NHmk~r ,~f V~Hi~al ~a~,~ I~a t
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
Time Drilling Was Completed
C-9
24
99.0
15.0
16.25
16.42
15.92
Dry
Yes
N/A
N/A
6
6
15.42
10:33 am
C-10
24
54
99.0
15.0
16.33
16.5
16.0
Dry
Yes
N/A
N/A
6
6
15.5
10:50 am
1:20 pm
Time Concrete Was Placed 1:08 pm