ST9401-LR 98073160)
62)
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
DATE: 31 July 1998
JOB NO.: 98.1064
CLIENT: Rebcon, Inc.
PROJECT: Denton Tap Road, Coppell, TX
MATERIAL DESCRIPTION: I) On-Site Fill - Brown & Tan Clay
ASTM D 698 STANDARD PROCTOR: 1) 110.0 pcf @ 17,0% Moisture
PROCTOR LIFT
BELOW
SUBGRADE
1 2'
1 1.5'
1 1.5'
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
17.1 112,3 102,1 95+
Optimum to +5%
17.1 112,2 102.0
17.7 111,3 101,2
LOCATION
Denton Tao Rd. Subarade
Station 205 +75 centerline
Station 204 + 95 east side
Station 204+00 west side
TECHNICIAN:
DISTRIBUTION:
CDJ
{1) Rebcon, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texaa 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebcon, Inc.
DATE: 28 July 1998
PROJECT: Denton Tap Road, Coppell, TX
JOB NO.: 98.1064
MATERIAL DESCRIPTION: 1) On-Site Fill - Brown & Tan Clay
ASTM D 698 STANDARD PROCTOR: 1) 110.0 pcf @ 17.0% Moisture
58)
59)
MOISTURE
LOCATION PROCTOR LIFT CONTENT
%
BELOW
DentQn T¢o Rd. Suborade SUBGRADE
Station 221 +00 1 1' 18.2
Station 222 + 50 1 1' 18.6
DRY PERCENT REQUIRED
DENSITY COMPACTION COMPACTION
PCF % %
109.6 99.6 95+
Optimum to +5%
108.7 98.9
TECHNICIAN:
DISTRIBUTION:
MFM
(1) Rebcon, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebcon, Inc.
DATE: 24 July 1998
PROJECT: Denton Tap Road, Coppell, TX
JOB NO.: 98.1064
MATERIAL DESCRIPTION: 1) On-Site Fill - Brown & Tan Clay
ASTM D 698 STANDARD PROCTOR: 1) 110.0 pcf @ 17.0% Moisture
LOCATION PROCTOR LIFT
O~nl;gn TaD Rd. Suborade
55) Station 215 + 00, centerline 1
56) Station 215+00, east side 1
57) Station 216+00, west side 1
BELOW
SUBGRADE
1'
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
17.8
17.9
17.4
107.3 97.5 95+
Optimum to +5%
110.3 100.3
106.3 96.6
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Rebcon, In¢,'
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebcon, Inc.
DATE: 23 July 1998
PROJECT: Denton Tap Road; Coppell, TX
JOB NO.: 98.1064
MATERIAL DESCRIPTION: 1 ) On-Site Fill - Brown & Tan Clay
ASTM D 698 STANDARD PROCTOR: 1) 110.0 pcf @ 17.0% Moisture
MOISTURE
LOCATION PROCTOR LIFT CONTENT
%
BELOW
Denton Tao Rd. Suborade SUBGRADE r
51) Station 215+00, west side 1 1.5' 17.8
52) Station 216 + 00, centerline 1 1' 19.6
53) Station 217+00, centerline 1 0.5' 17.2
54) Station 218+00, east side 1 Fin. Sub. 19.2
DRY PERCENT REQUIRED
DENSITY COMPACTION COMPACTION
PCF % %
104.5 95.0 95+
105.3 95.7 Optimumto +5%
110.8 100.7
106.0 96.4
TECHNICIANi
DISTRIBUTION:
CDJ
{1) Rebcon, Inc.
{1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebcon, Inc.
DATE: 22 July 1998
PROJECT: Denton Tap Road, Coppell, TX
JOB NO.: 98.1064
MATERIAL DESCRIPTION: 1) On-Site Fill - Brown & Tan Clay
ASTM D 698 STANDARD PROCTOR: 1 ) 110.0 pcf ~ 17.0% Moisture
LOCATION PROCTOR LIFT
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
BELOW
Denton Tao Rd. Suborade SUBGRADE
47) Station 215+00 1 2' 17.5
48) Station 216+00 1 1.5' 19.8
49) Station 217+00 1 1' 17.3
50) Station 218+00 1 0.5' 20.4
106.3 96.6 95 +
106.3 96.6 Optimum to +5%
108.6 98.7
105.4 95.8
TECHNICIAN:
DISTRIBUTION:
CDJ
{1) Rebcon, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebcon, Inc.
DATE: 21 July 1998
PROJECT: Denton Tap Road, Coppell, TX
JOB NO.: 98.1064
MATERIAL DESCRIPTION: 1 ) On-Site Fill - Brown & Tan Clay
ASTM D 698 STANDARD PROCTOR: 1) 110.0 pcf @ 17.0% Moisture
LOCATION PROCTOR LIFT
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
BELOW
Denton Tao Rd. Suborade SUBGRADE
40) Station 215 + 00, centerline 1 2,5' 17.0 106.0 96,4
41) Station 216+00, west side I 2' 18.1 109.1 99.2
42) Station 217+00, west side 1 1.5' 17.3 110.0 100.0
43) Station 218+50, east side 1 1.0' 17.2 109.1 99.2
44) Station 219+75, centerline 1 0.5' 17.1 109.3 99.3
45) Station 220+60, west side 1 0.5' 18.1 105.1 95.6
46) Station 221 +50, centerline 1 0.5' 17.4 106.6 96.9
95+
Optimum to +5%
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Rebcon, Inc.
(1) CiW of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebcon, Inc.
DATE: 20 July 1998
PROJECT: Denton Tap Road, Coppell, TX
JOB NO.: 98.1064
MATERIAL DESCRIPTION: 1) On-Site Fill - Brown & Tan Clay
ASTM D 698 STANDARD PROCTOR: 1) 110.0 pcf @ 17.0% Moisture
LOCATION PROCTOR LIFT
Denton Tan Rd. Suborade
34) Station 221 +00, east side
35) Station 220 + 00, centerline
36) Station 219+00, west side
37) Station 218 + 00, centerline
38) Station 217+00, east side
39) Station 216 + 00, centerline
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
BELOW
SUBGRADE
1 1' 20.3 105.0 95.5
1 1' 19.2 104.9 95.4
1 1' 18.6 105.7 96.1
1 1.5' 18.3 105.8 96.2
1 2' 17.7 108.7 98.8
1 3' 17.5 110.0 100.0
95+
Optimum to +5%
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Rebcon, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebcon, Inc.
DATE: 17 July 1998
PROJECT: Denton Tap Road, Coppell, TX
JOB NO.: 98.1064
MATERIAL DESCRIPTION: 1) On-Site Fill - Brown & Tan Clay
ASTM D 698 STANDARD PROCTOR: 1) 110.0 pcf (~ 17.0% Moisture
LOCATION PROCTOR LIFT
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
BELOW
Denton TaD Rd. Subgrade SUBGRADE
31) Station 208+50, east 1 5' 20.4
32) Station 209 + 50, east 1 5' 20.2
33) Station 210+50, east 1 5' 18.4
105.5 95.9 95+
Optimum to +5%
106.2 96.5
107.1 97.3
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Rebcon, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebcon, Inc.
DATE: 16 July 1998
PROJECT: Denton Tap Road, Coppell, TX
JOB NO,: 98.1064
MATERIAL DESCRIPTION: 1) On-Site Fill - Brown & Tan Clay
ASTM D 698 STANDARD PROCTOR: 1) 110.0 pcf @ 17.0% Moisture
LOCATION PROCTOR LIFT
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
BELOW
Denton TaD Rd. Suborade SUBGRADE
25) Station 215+50 1 3.5' 19.7 106.6 96.9
26) Station 216+50 1 2.5' 17.4 111.4 101,3
27) Station 217+50 1 2' 17.0 105.3 95.7
28) Station 218+50 1 1.5' 17.7 105.4 95.8
29) Station 219+50 1 1.5' 17.9 109,1 99.2
30) Station 220+50 1 1.5' 18.2 106.5 96.8
95+
Optimum to +5%
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Rebcon, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-6148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
CLIENT:
PROJECT:
MATERIAL DESCRIPTION:
.REPORT OF IN-PLACE DENSITY TESTS
Rebc0n, Inc.
Denton Tap Road, Coppell, TX
1} On-Site Fill - Brown & Tan Clay
DATE:
JOB NO.:
ASTM D 698 STANDARD PROCTOR: 1) 110.0 pcf (~ 17.0% Moisture
15 July 1998
98, 1064
LOCATION
Denton Tap Rd. Subqrado
21 ) Station 209 + 50, center
22) Station 208 + 50, east
23) Station 212+00, center
24) Station 213+00, west
PROCTOR
1
1
1
1
LIFT
BELOW
SUBGRADE
0.5'
0.5'
Fin. Sub.
Fin. Sub.
MOISTURE DRY PERCENT REOUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
21.2 104.6 95.1
20.7 105.4 95.8
21.6 106.1 96.5
21.6 104.6 95.1
95+
Optimum to + 5%
TECHNICIAN:
DISTRIBUTION:
CDJ
I1) Rebcon, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Oallea, Texea 75229
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
CLIENT:
PROJECT:
MATERIAL DESCRJPTION:
Rebcon, Inc,
Denton Tap Road, Coppell, TX
l) On-Site Fill - Brown & Tan CJay
REPORT.OF IN-PLACE DENSITY
DATE:
JOB NO.:
14 July 1998
98]064
ASTM D 098 STANDARD PROCTOR: 1) 11 Om0 Pcf @ I 7,0% Moisture
LOCATION
18) Station 210+25, west
19I Station 209+25, center
20) Station 208 + 25, east
PROCTOR
1
1
1
LIFT
BELOW
SUBGRADE
0.5'
0.5'
1.5'
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
18.0 110.0 100.0 95+
Optimum to + 5%
18.9 109.3 99.4
20.7 105.2 95.7
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Rebcon, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214} 351-;a~0
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
DATE: 13 July 1998
JOB NO.: 98.1064
..REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebcon, inc.
PROJECT: Denton Tap Road, Coppell, TX
MATERIAL DESCRIPTION: 1) On-Site Fill - Brown & Tan Clay
ASTM D 698 STANDARD PROCTOR: 1) 110.0 p~:f @ ~7.0% Moisture
LOCATION
D~m;Qn Tap Rd. Subf~radn
15) Station 208 + 50, east
16) Station 209 + 50, center
17) Station 210+50, center
PROCTOR
LIFT
BELOW
SUBGRADE
1 2' 20.1
1 1' 18.0
1 1' 20.3
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
110.6 100.6 95+
Optimum tO + 5%
106.9 97.1
~07.7 97.9
TECHNICIAN:
DISTRIBUTION:
MFM
(I) Rebcon, Inc.
(1) City of Coppell, Garreth Campbell
2870 Welmut Hill Lane Dallas, Texss 7'5229 (214t
Hooper Engineering Laboratories, Inc.
Rebcon, Inc.
Denton Tap Road, Coppell, TX
CLIENT:
PROJECT:
MATERIAL DESCRIPTION:
ASTM D 698 STANDARD PROCTOR:
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTR
DATE:
JOB NO.:
1) On-Site Fill - Brown & Tan Clay
2) Borrow Fill - Brown & Tan Silty Clay
1) 110.0 pcf L~ 17.0% Moisture
2) 109.0 pcf L~ 13.0% Moisture
10 July 1998
98.1064
LOCATION
Denton Tap Rd. Subqrade
10) Station 210+00, east
11) Station 209 + 00, center
12) Station 211 +00, west
13) Station 212+00, center
14) Station 213 +00, west
PROCTOR LIFT
BELOW
SUBGRADE
1 2' 19.5
1 3' 20.4
1 1' 19.0
1 1' 20.7
1 1' 18.9
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
104.5 95.0 95 +
105.9 96.3 0%-+5%
105.5 95.9 Of Optimum
108.6 98.7
109.8 99.8
TECHNICIAN:
DISTRIBUTION:
MFM
(1) Rebcon, Inc.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Oallae, Texa~l 75229 (214) 351-6419
Hooper Engineering Laboratories, inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Rebcon, Inc.
PROJECT: Denton Tap Road, Coppell, TX
MATERIAL DESCRIPTION: 1} On-Site Fill - Brown & Tan Clay
ASTM D 698 STANDARD PROCTOR: t} 1!0,0 pcf @ 17,0% Moisture
DATE: 9 July 1998
JOB NO.: 98.1064
4)
5)
6)
7)
8)
9)
LOCATION
.Fill at Roadway
Station 209 + O0 center
Station 209 + 80 east
Station 210+75 west
Station 211 + 50 center
Station 212 +50 west
Station 213 + 50 east
PROCTOR LIFT
BELOW
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
SUBGRADE
1 4' 17.5 108.4 98.5
1 3' 17.0 110.0 100.0
1 2' 17.3 109.2 99.3
1 1' 18.5 109.0 99.1
1 1.5' 18.6 108.0 98.2
1 2.5' 18.6 110.7 100.6
95+
Optimum to + 5%
TECHNICIAN:
DISTRIBUTION:
RJW
(1) Rebcon, Inc.
(1I City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TEST~;
CLIENT: Rebcon, Inc.
DATE: 8 July 1998
PROJECT: Denton Tap Road, Coppell, TX
JOB NO,: 98.1064
MATERIAL DESCRIPTION: 1 ) On-Site Fill - Brown & Tan Clay
ASTM D 698 STANDARD PROCTOR: 1) 110.0 pcf @ 17.0% i'~oisture
LOCATION
Fill at Roadway
1 ) Station 211 + 00, center
2) Station 210+00, west
3) Station 209 + 00, east
PROCTOR LIFT
BELOW
SUBGRADE
2 3'
2 4'
2 5'
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
17.7 110.0 100.0 95+°
0%-+5%
20.6 108.5 98.7 Of Optimum
18.0 105.4 95.8
*Specifications per ciw inspector.
TECHNICIAN:
DISTRIBUTION:
MFM
(1) Rebcon, Inc.
(1) City of Coppell, ('~arreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148