Park West CC(7)-LR 981009· IN-PLACE DENSITY / STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
Services:
09/30/1998
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
In-place density testing.
Report No.: 9825433
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
10/09/1998
CONTRACTOR: Butler Construction
PROJECT DATA
Laboratory Test Method: ASTM D-698
Field Test Method:
MOISTURE DENSITY RELATIONS:
MID No. Description
1 Reddish Brown Clayey Sand
w/Clay Balls & Gravel
Moisture
Maximum
Density pcf
11.5 123.5
FIELD DENSITY TESTS
ASTM D-2922
ASTM D-3017
Project Requirements
Moisture Density
-2/+2% 95%
TEST
NO TEST LOCATION
6" Sanitary, Select
369 Line D at Station 0+20, 2nd Lift
370 Line D at Station 0+30, 1st Lift
371 Line C at Station 0+50, 2nd Lift
372 Line C at Station 0+60, 1st Lift
373 Line B at Station 0+20, 2nd Lift
374 Line B at Station 0+40, 1 st Lift
g" Sanitary
375 Line A at Station 0+50, 2nd Lift
376 Line A at Station 0+60, 1 st Lift
377 Line A at Station 1+60, 2nd Lift
378 Line A at Station 1+70, 1st Lift
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (PC0 (% max)
1 12.1 119.8 97
1 12.3 120.0 97
1 12.2 119.9 97
1 12.2 119.9 97
1 11.9 119.8 97
1 12.1 120.2 97
1 11.7 120.0 97
1 12.0 120.4 98
1 12.1 119.7 97
1 12.3 120.0 97
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page 1 of 2
. Report No.: 9825433
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (PC0 (% max)
379 Line A at Station 3+00, 2nd Lift
380 Line A at Station 3+10, 1st Lift
381 Line A at Station 4+50, 2nd Lift
382 Line A at Station 4+60, 1st Lift
383 Line A at Station 5+80, 2nd Lift
384 Line A at Station 5+90, 1st Lift
1 12.1 119.4 97
1 12.2 119.8 97
1 11.7 119.9 97
1 11.9 120.2 97
1 11.6 120.4 98
1 11.7 120.7 98
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(I) l¥~ntiss Properties Limited, Inc.
(I) Alliance Architects, Inc.
(I) Halff Associates
(I) Mullen & Powell Technistructures, 1
(1) Butler Construction
(I) City of Coppell
(1) City of Coppell
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page 2 of 2
REPORT OF DRILLED BELLED PIERS
8901 Ca~peatcr Fmo,., Smtc #100
Dallas, Texas 75247
Project: Lakeview Center
Coppell, Texas
Project No.: 43-2170-98
Report No.: 9827090
Date of Service: 10/9/98
Technician: M. Shields
Page: 1 of 1
Pier Identification 1/9 J/9 K/9 K/8 K/7 K/6 ,,
Pier Diameter (in.) 24 24 24 24 24 24
Bell Diameter (in.) 66 66 66 66 66.0 66.0 ,
Top of Pier Elevation (ft) 99.0 99.0 99.0 99.0 99.0 99.0 _
Raq. Depth From Exist. Grade (ft) 18.0 18.0 18.0 18.0 18.0 18.0 __
Initial Depth of Pier From Existing
Grade (ft) 18.3 18.5 18.2 18.6 18.0 18.2 _
Final Depth of Pier From Existing
Grade (ft) 18.4 _ 19.2 19.5 18.8 18.1 ..18.___~5
Depth From Top of Concrete (ft) 17.7 18.5 18.8 18.0 __ 17.3 17.8
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry _
Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes
Casing Diameter (in) 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
Number of Vertical Bars (ea.) 6 6 6 6 6 6
Reinforcing Bar Size (#) 6 6 6 6 6 6
Length of Vertical Bars (ft.) 17.2 18.0 18.3 17.5 16.8 17.3
Time Drilling Was Completed 8:45 am 9:20 am 10:00 am 12:45 pm 11:5_0 am 12:10 pm
Time Concrete Was Placed 12:00 pm 11:50 am 11:40 am 1:40 pm 1:45 pm 1:55 pm