ST0502B- LR150817 (3)RLLIPInCE
GEOTKIiMICRL
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: C15-0812
Report Date: 08/20/2015
Project: Freeport Parkway North
Location: Sewer Line A
Client: City of Coppell
REPORT: Proctor
126
122
118
w
V
CL
114
c
0 110
106
102
98
94
Date Sampled: 08/17/2015
Sampled By: Bradley Burgdorf
By Order Of:
Order Number: 1770
LAB NO: 191441-1
TEST RESULTS Report No:
Page 1 of 1
Group Symbol:
CL
AASHTO:
A-6(23)
Atterberg Limits:
LL = 36 PL = 13
Test Method:
ASTM D-698 Method -B
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Moisture Content (%)
PI = 23
191441-1
OMC, %: 14.5
MDD, pcf: 115.5
Description: Brown and Gray
Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
Sleve % Passing
No. 200 48
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,
RLLIAIYCE
10GG GEOTECFi'IICRL
GROUP
Acct ID:
1770
Report Date: 08/20/2015
Project:
Freeport Parkway North
Location:
Sewer Line A
Client:
Citv of Coppell
REPORT: Proctor
120
116
112
V
a 108
n
C
0 104
Z
100
96
92
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
File No: C15-0812 Date Sampled: 08/17/2015
Sampled By: Bradley Burgdorf
By Order Of:
Order Number: 1770
LAB NO: 191441-2
TEST RESULTS Report No: 191441-2
Page 1 of 1
Group Symbol: CL
AASHTO: A-7-6(29)
Atterberg Limits: LL = 43 PL = 15
Test Method: ASTM D-698 Method -B
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Moisture Content (%)
PI = 28
OMC, %: 18.2
MDD, pcf: 108.4
Description: Gray and Brown
Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
Sieve % Passina
No. 200 71
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.
ALUAnCE
ID
GEOTEChinICRL
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: C15-0812
Report Date: 08/20/2015
Project: Freeport Parkway North
Location: Sewer Line A
Client: City of Coppell
REPORT: Proctor
Date Sampled: 08/17/2015
Sampled By: Bradley Burgdorf
By Order Of:
Order Number: 1770
LAB NO: 191441-3
TEST RESULTS Report No: 191441-3
Page 1 of 1
127100ryr Saturation
C SG = 2.65
123
i=stImatt-d
119
r 115
u
_n
111
c
v
0 107
Z
0
103
99
95
91 L —
n 2 4 6 8 la 12 14 16 18 20 22 24 26
Moisture Content (%)
Group Symbol: CL
AASHTO: A-6(24)
Atterberg Limits: LL = 38 PL = 14 PI = 24
Test Method: ASTM D-698 Method -B
Ong: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
OMC, %: 16.5
MDD, pcf: 113.3
Description: Brown and Dark
Brown Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
32 34
Sieve % Passing
No. 200 49
Respectfully Submitted,
Alliance Geotechnical Group
f;
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.