Coppell Industrial-LR010214 GEOTECHNICAL ANg J~i R I'--1 I I p
ENV.RONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 15
c/o Champion Partners, Ltd. REPORT DATE: 02-14-01
15601 Dallas Parkway. Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 TECHNICIAN: M. ,Silva
A'FI-N: Mr. Kerry Burden PAGE: 1 of 1
CONTRACTOR: C.D. Henderson, Inc.
ProctorI ASTM J Optimum Maximum
No. Standard Description Moisture, % Density, PCF
1 D-698 Dark brown clay 23.5 91.5
2 D-698 Brown & light brown clay 23.0 94.0
3 D-698 Brown and tan clay 17.0 106.0
Depth ~ :
Below Field Field
Test Final S. G. Density Moisture Proctor CompactionI
No. Date Location (feet) (pcf) (%) ID Level (%)
105 02-01-01 Storm Line B: STA 19+90 1.0 88.7 26.3 1 96.9
106 Storm Line B: STA 19+90 0.0 87.4 27.1 1 95.5
107 Storm Line B: STA 21+25 1.0 103.2 18.2 3 97.3
108 Storm Line B: STA 21+25 0.0 91.3 24.8 2 97.1
109 02-02-01 Storm Line A: STA 20+00 2.0 89.9 27.8 2 95.6
110 Storm Line A: STA 20+00 1.0 90.9 24.2 2 96.7
111 Storm Line A: STA 20+00 0.0 91.4 25.4 2 97.2 ',
112 Storm Line A: STA 21+00 0.0 102.5 20.7 3 96.6
113 Storm Line A: STA 22+50 1.0 101.8 18.1 3 96.0
114 Storm Line A: STA 22+50 0.0 102.6 20.5 3 96.7
115 Storm Line A: STA 24+00 1.0 101.8 19.8 3 95.9
116 Storm Line A: STA 24+00 0.0 103.0 20.4 3 97.1
117 Storm Line A: STA 25+50 0.0 100.9 19.5 3 95.1
Comments: Where tested, materials were in compliance with project specifications.
Mail Submitted by:
Distribution: (1 Champion Partners, Ltd./
Mr. Kerry Burden
(1) C.D.Henderson, Inc./ REED ENGINEERING GROUP, INC.
Mr. Jason Nunley
(1) AECC, Inc./Mr. Fran Carter Original Signed By
(1) Meinhardt & Quintana/
Mr. David Meinhardt Ronald F. Reed, P.E.
(1) Haynes Whayley Associates, Inc./ BW/myw
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis .........
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · -E: [214] 350 5600 · FAX [214] 350 0019
, GEOTECHNICAL .~ND I:~ F~I r'l I I ~
ENV'.RONMENT~L CONSULT~.NTS
REPORT OF FIELD DENSITY TESTS
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 14
c/o Champion Partners, Ltd. REPORT DATE: 02-14-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO, 7394
Addison, Texas 75001 TECHNICIAN: M. Silva
ATTN: Mr. Kerry Burden PAGE: 1 of 1
CONTRACTOR: C.D. Henderson, Inc,
Proctor ASTM J I Optimum J Maximum
No. Standard Description Moisture, % Density, PCF
1 D-698 Dark brown clay 23.5 91.5
2 D-698 Brown & light brown clay 23.0 94.0
Depth
Below Field Field
Test Final S. G, Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
90 01-31-01 Storm Line B: STA 15+00 1.0 91.5 24.3 2 97.3
91 Storm Line B: STA 15+25 0.0 88.4 24.0 1 96.6
92 Storm Line B: STA 16+50 1.0 90.5 24.0 2 96.2
93 Storm Line B: STA 16+75 0.0 91.6 24.5 2 97.4
94 Storm Line B: STA 18+00 1.0 89.4 24.2 2 95.1
95 Storm Line B: STA 18+25 0.0 90.8 24.8 2 96.5
96 Storm Line A: STA 14+25 3.0 101.5 20.5 3 95.7
97 Storm Line A: STA 14+25 2.0 102.1 19.4 3 96.3
98 Storm Line A: STA 14+25 1.0 90.5 24.5 2 96.2
99 Storm Line A: STA 16+50 3.0 103.5 19.3 3 97.6
100 Storm Line A: STA 16+50 2.0 100.9 21.0 3 95.1
101 Storm Line A: STA 16+50 1.0 102.8 17.0 3 96.9
102 Storm Line A: STA 18+25 3.0 103.1 17.9 3 97.2
103 Storm Line A: STA 18+25 2.0 101.9 18.6 3 96.1
104 Storm Line A: STA 18+25 1.0 102.3 18.0 3 96.5
Comments: Where tested, materials were in compliance with project specifications.
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson. Inc./
Mr. Jason Nunley Original Signed By
(1) AECC. Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/
Mr. David Meinhardt Ronald F. Reed, P.E.
(1) Haynes Whayley Associates, Inc./ TB/myw
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone ......
2424 STUTZ DR. o SUITE 400 · DALLAS. TX 75235 · -_-'EL [214] 350 5600 · =*~ [214] 350 0019