Sales Tax 09-LR101118�I �I
GEOTECHNIML
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Acct ID: 1770 File No: C10 -1014
Report Date: 11/18/2010
Project: Clear Creek
Location: STA 1 +00 Clear Creek Road
Client: The City of Coppell
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Date Sampled: 11/10/2010
Sampled By: Brandon Creeks
By Order Of: Rick O'Dell
Order Number: 1770
REPORT: Proctor
LAB NO: 94744
TEST RESULTS Report No: 94744
Page 1 of 1
111
107
PI = 40
OMC, W 20.8
MDD, pcf: 103.0
Description: Yellowish Brown
Calcareous Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
n 103
21
p 99
T
0
95
91
Group Symbol: CH
AASHTO: A -7 -6(45)
Atterberg Limits: LL = 61 PL = 21
Remarks: Sample #8770
Test Method: ASTM D -698 Method -A
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Sieve % Passing
No. 200 79
Respectfully Submitted,
Alliance Geotechnical Group
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
87
7 9 11 13 15 17 19 21 23 25 27 29 31 33 35
MGisture Content ( . %)
I
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID: 1770 File No: C10 -1014
Report Date: 11/18/2010
Project: Clear Creek
Location: STA 1 +00 Clear Creek
Client: The City of Coppell
REPORT: Proctor
Date Sampled: 11/10/2010
Sampled By: Brandon Creeks
By Order Of: Rick O'Dell
Order Number: 1770
LAB NO: 94744 -1
TEST RESULTS
10 - 1
10=
9S
4'
93
0
7,
0
91
87
83
Group Symbol:
CH
AASHTO:
A -7 -6(52)
Atterberg Limits:
LL = 69 PL = 24
Remarks:
Sample #8771
Test Method:
ASTM D -698 Method -A
PI = 45
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Report No: 94744 -1
Page 1 of 1
OMC, %: 23.6
MDD, pcf: 97.1
Description: Dark Grayish
Brown Clay
withLight Brown
Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
Sieve % Passing
No. 200 83
Respectfully Submitted,
Alliance Geotechnical Group
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
- Moisture Content
nLLIfINCE
1114� DII GEOT
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID: 1770 File No: C10 -1014
Report Date: 11/18/2010
Project: Clear Creek
Location: STA 1 +10 Clear Creek
Client: The City of
REPORT: Proctor
Date Sampled: 11/10/2010
Sampled By: Brandon Creeks
By Order Of: Rick O'Dell
Order Number: 1770
LAB NO: 94744 -2
TEST RESULTS Report No:
Page 1 of 1
10i
103
�, 99
5,
0 95
0
91
87
83 ,
Group Symbol:
CH
AASHTO:
A -7 -6(48)
Atterberg Limits:
LL = 66 PL = 25
Remarks:
Sample #8772
Test Method:
ASTM D -698 Method -A
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P. E.
(1 -cc copy)
1 -cc The City of Coppell Attn. Mr. Rick O'Dell
f OIS ture Content ( %)
ENOW
CIVIC, %: 23.5
MDD, pcf: 97.8
Description: Yellowish Brown
Clacareous Clay
with Dark Brown
Clay
Desc, of Ram.: Mechanical
Prep. Method: Dry
Sieve % Passina
No. 200 80
Respectfully Submitted,
Alliance Geotechnical Group
Lr �r
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.