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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: C15-0410
Report Date: 05/05/2015
Project: Whispering Hills Drive Reconstruction
Location: Whispering Hills Dr.
Client: City of
REPORT: Proctor
128
124
120
w
u
d
116
c
p 112
0
108
104
100
,)t5
Date Sampled: 04/30/2015
Sampled By: Michael Foulks
By Order Of: Derrick
Order Number: 1770
LAB NO: 184850
TEST RESULTS Report No: 184850
Page 1 of 1
100% Saturation
SG = 2.65
Estimated
OMC, %: 14.5
MDD, pcf: 117.3
Description: Brown and Gray
Mix Sandy Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
Moisture Content I%)
Group Symbol: CL Sieve % Passing
AASHTO: A-6(16) No. 200 44
Atterberg Limits- LL = 30 PL = 13 PI = 17
Test Method: ASTM D-698 Method -B
Ong: City of Coppell (Coppell, TX)Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted,
Alliance Geotechnical Group
A4 <� -
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.
7 4
6
A
10
12
14
1f
113
20
100% Saturation
SG = 2.65
Estimated
OMC, %: 14.5
MDD, pcf: 117.3
Description: Brown and Gray
Mix Sandy Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
Moisture Content I%)
Group Symbol: CL Sieve % Passing
AASHTO: A-6(16) No. 200 44
Atterberg Limits- LL = 30 PL = 13 PI = 17
Test Method: ASTM D-698 Method -B
Ong: City of Coppell (Coppell, TX)Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted,
Alliance Geotechnical Group
A4 <� -
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.
ALLIfiI'ICE
G GEOTEQihICRL
GROUP
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: C15-0410
Report Date: 05/05/2015
Project: Whispering Hills Drive Reconstruction
Location: Whispering Hills Drive
Client: City of Coppell
REPORT: Proctor
TEST RESULTS
Date Sampled: 04/30/2015
Sampled By: Michael Foulks
By Order Of: Derrick
Order Number: 1770
LAB NO: 184850-1
Report No: 184850-1
Page 1 of 1
140% Saturation
115 SG = 2.65
Estimated
111
107
n 103
V)
c
0 99
Z
95
91 \
871.
5 7 9 11 13 15 17 19 21 23 25
Moisture Content (%)
Group Symbol: CH
AASHTO: A-7-6(27)
Atterberg Limits- LL = 67 PL = 22 PI = 45
Test Method: ASTM D-698 Method -13
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
OMC, %: 21.8
MDD, pcf: 102.9
Description: Gray Clay W/
Some Sand
Desc. of Ram.: Mechanical
Prep. Method: Dry
29 31 33 35 37 39
Sieve % Passing
No. 200 64
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.