Northlake 635(3)-LR 980304CONCRETE COMPR ' ,SIVE STRENGTH
Date of Service:
Client No.:
Client:
02/24/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9805824
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: 3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 02/24/1998
TIME SAMPLED: 10:24 am BY: [
WEATHER CONDITIONS: Clear, m
TEMPERATURE (F) - AIR 64 F C
TRUCK NO: 552 TICKI~
AIR CONTENT (%): N/A UN:
PLACEMENT LOCATION:
Piers, Building B
SAMPLE LOCATION: 8E, 9E, 10E
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
I I 5.75 03/03/1998
I 2 5.75 03/03/1998
I 3 5.75 03/24/1998
1 4 5.75 03/24/1998
REPORT OF TESTS
MAXIMUM
O
AGE LOAD
(days) (lbs. force)
7 91190
7 89700
Average
28
28
AC
Technician time on report 9805823.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 7S247
Report Date
03/04/1998
-97
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 9:50 am
.rian Otis
lid
DNCRETE: 70 F
TNO: 633871
T WEIGHT (pc0: N/A
CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3220
3170
3200
10
FRACTURE
TYPE
Technician: Brian Otis
Report Distribution:
(I) Lincoln Property Company
(1) Butler Construction
(1) O'Brien & Associates
(I) AECC, Inc.
Started:
( 1 ) City of Coppell/BIdg. lnsp.
(1) City of Coppell/Constr. lnsp.
Finished:
, Inc.
~'dgene Harbour
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the wr
Vice President
approval of HBC Engineering, Inc.
01AK Page ! of I
CONCRETE COMPRL SIVE STRENGTH TES
Date of Service:
Client No.:
Client:
02/20/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9805533
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 Consffuction
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
SAMPLE LOCATION:
7-C.3,7-C.8,7-D
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 02/20/1998
TIME SAMPLED: 10:53 am By: B
WEATHER CONDITIONS: Clear, mi
TEMPERATURE (F) - AIR 69 V
TRUCKNO: 730 TICK~
AIR CONTENT (%): N/A UNI
PLACEMENT LOCATION:
Piers, Building C
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
I I 5.75 02/27/1998
1 2 5.75 02/27/1998
I 3 5.75 03/20/1998
I 4 5.75 03/20/1998
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 110960
7 11483.0
Average
28
28
AC
Technician time on report 9805532.
Technician: Brian Otis
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(I) O'Brien & Associates
(l) AECC, Inc.
Started: Finished: ~I~
(I) City of Coppell/Bldg. lnsp.
(I) City of Coppell/Constr. lnsp.
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wi
01AK
Page 1 of I
97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/04/1998
3usiness Center II
~, Rd. & Lakeshore Dr.
Texas
field test and cast
BATCH TIME: 10:05 am
dan Otis
Id
)NCRETE: 68 F
rno: 633688
r WEIGHT (PCO: N/A
?UMULATIVE YARDS:
:OMPRESSIVE
STRENGTH
(psi)
3920
4060
3990
10
En~nc.
u~%rHarbour
Vice President
~en approval
of HBC Engineering, Inc.
REPORT OF DRILLE BELLED PIER INSPE?FION
Date of Service: 02/25/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Services: Drilled belled pier inspection.
Report No.: 980591
Project No.: 43-245'~
Project: Coppell
Belt Lit
Coppell
On this date, an HBC Engineering technician arrived at the above re]
jobsite as scheduled for drilled belled pier inspection. See attact
recorded data.
NOTE:
Piers drilled on this date were for Building B.
Pier depth varies based on depth that water is encountered ar
which bearing stratum is located.
These exterior piers were drilled with a 28-inch auger at
contractor's request. This was done so top plates would not
have to be cut smaller to be used. Plans call for piers to
be drilled at 24-inch.
Pier F-2, once drilled contractor opted not to bell and concl
this pier. Contractor was backfilled pier.
Technician Time: 6:00 am to 6:30 pm
8901 Carpenter Frnvy., Suite #100
Dallas, Tmxas 75247
,97
Report Date
03/04/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
erenced
.ed sheets for
.d/or depth in
ete
Teclmldan: Brian Otis
Report Distribution:,
(1) Lincoln Property Compmy
(1) Butler C, mstruct/ea
(1) (YBfim & Associat~
(1) AECC, h~
O) city o~ CoppaVBlds mm.
O) city,~coppayca~, rasp.
This repc,~/s e~elusively for the use of the client/ndic~ed above md .shall not be reproduced except/n fifll w/Ihout ~he writt
I'"]~ E~mg, Inc.
aul D. Smith, P.E.
aior Project Engineer
approval of HBO Engiaecri~ Inc.
99SS Page 1 of 1
REPORT OF DRILLED BELLED PIERS
ENGINEERING, INC.
4747 Irving Boulevard, Suite 206
Dallas, Texas 75247
Project:
Project No.:
Coppell Business Center II
Belt Line Rd. & Lakeshore Dr., Coppell, Texas
43 -2452-97
Report No.:
Date of Service:
Technician:
Page:
9805915
02/25/98
B. Otis
1 of 3
Pier Identification A-1.5 A-2 A-2.5 A-3 A-3.5 A-4 [ A-4.5 A-5 A-5.5
Pier Diameter (in.) 28 28 28 28 28 28 28 28 28
Bell Diameter (in.) 54 60 54 60 54 60 54 60 54
Top of Pier Elevation (ft) 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0
Req. Depth From Exist. Grade (ft) 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0
Initial Depth of Pier From Existing
Grade (ft) 15.0 15.42 15.25 15.25 15.33 15.33 15.0 15.0 15.0
Final Depth of Pier From Existing
Grade (ft)
15.25 15.5 15.33 15.25 15.33 15.42 15.0 15.0 15.17
Depth From Top of Concrete (ft) 14.42 14.67 14.5 14.42 14.5 14.59 14.17 14.17 14.34
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes Yes
A-6 A-6.5
28 28
/
95.0 95.0
15.0 15.0
15.33 15.42
15.42 15,42
14.59 14,59
Dry Dry
Yes
Yes t Yes
Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A
Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A N/A
i . N/A N/A
1 N/A N/A
Reinforcing Bar Size (#)
Length of Vertical Bars (ft.)
Time Drilling Was Completed
Time Concrete Was Placed
13.92
8:00 am
10:15 am
14.17
8:10 am
10:24 am
14.0
8:19 am
10:31 am
13.92
8:28 am
~10:39 am
14.0
8:40 am
10:47 am
14.09
8:51 am
10:55 am
6
13.67
9:03 am
11:20 am
6
13.67
9:13 am
11:27 am
13.84
9:25 am
11:35 am
14.09
9:34 am
11:44 am
14.09
9:46 am
11:53 am
REPORT OF DRILLED BELLED PIERS
ENGINEERI]~, INC.
4747 rv ng Boulevard Suite 206
Dallas, Texas 75247
Project:
Project No.:
Coppell Business Center II
Belt Line Rd. & Lakeshore Dr., Coppell, Texas
43-2452-97
Report No.: 9805915
Date of Service: 02/25/98
Technician: B. Otis
Page: 2 of 3
Pier Identification
Pier Diameter (in.)
Bell Diameter (in.)
Top of Pier Elevation (ft)
A-7
28
60
A-8.5
28
54
95.0 95.0
Req. Depth From Exist. Grade (ft) 15.0 15.0
Initial Depth of Pier From Existing
Grade (ft) 15.33 15.58
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)
15.33
14.5
Dry
Yes
N/A
A-7.5 A-8
28 28
54 60
95.0 95.0
15.0 15.0
15,58 15,67
15.58 15.75
14.75 14,92
Dry Dry
Yes Yes
N/A N/A
Casing Diameter (in)
15.58
14.75
Dry
Yes
N/A
A-9
28
60
95.0
15.0
15.0
15.17
14.34
Dry
Yes
N/A
A-9.5
28
54
A-10 A-10.5
28 28
60 54
F-5.5
28
54
96.0
F-5.4
95.0 95.0 95.0
15.0 15.0 15.0 15.0
16,0 15.0 15.5 15.0 15.42
16.42
15.59
Dry
15.08
14.25
Dry
Yes
N/A
15.5
14.67
Dry
Yes
N/A
Yes
15.08
14.25
Dry
Yes
N/A
N/A
28
96.0
1_5:0
15.42
14,59
Dry
Yes
N/A
96.0
15.0
16.0
16.0
15.17
Dry
Yes
N/A
Cased Depth (ft) N/A
Reinforcing Bar Size (#) _
Length of Vertical Bars (ft.)
Time Drilling Was Completed
Time Concrete Was Placed
14.0
9:54 am
12:30 pm
14.25
10:04 am
12:39 pm
N/A
~ 5
14.42
10:14 am
14.25
10:23 am
13.84
10:32 am
N/A
15.09
10:45 am
N/A
13,75
10:54 am
N/A
14.17
11:03 am
N/A
2:35 pm
N/A N/A
6 6
14.09 14.67
11:24am 11:36am
2:42 pm 3:45 pm
12:49 pm
1:10 pm
1:18 pm
1:27 pm
1:45 pm
2:30 pm
11:12 am
13.75
,,~ .:
o o
~' Z
· o-2