ST0502B- LR151222RwAnce
G GEOTKHnICRL
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: 12/22/2015
Project: Freeport Parkway North
Location: SB Freport Parkway STA 14+00
Client: City of Coppell
REPORT: Proctor
Group Symbol:
AASHTO:
Atterberg Limits:
Test Method:
136
132
128
124
V
_d
120
N
C
N
0 116
d
112
108
104
1000 2
Date Sampled: 12/21/2015
Sampled By: Eric Branch
By Order Of: Walter
Order Number: 1770
LAB NO: 199925-2
TEST RESULTS Report No: 199925-2
Page 1 of 1
LL= PL=
ASTM D-698 Method -B
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Moisture Content (%)
PI =
OMC, %: 12.0
MDD, pcf: 122.5
Description: Cement Reddish
Brown Sandy
Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
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
NOi ED. I HESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
RLLIAIYCE
GGEOTECFiI'IICRL
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: 12/21/2015
Project: Freeport Parkway North
Location: EB Lane 28+00
Client: City of Coppell
REPORT: Proctor
Group Symbol:
AASHTO:
Atterberg Limits:
Test Method:
128
124
120
TEST RESULTS
Date Sampled: 12/18/2015
Sampled By: Kimberly Wandel
By Order Of: Walter
Order Number: 1770
LAB NO: 199727-3
Report No: 199727-3
Page 1 of 1
104
100
96
92,
LL = NP PL = NP
ASTM D-698 Method -B
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Moisture Content I%)
PI = NP
OMC, %: 15.3
MDD, pcf: 116.0
Description: CTB Reddish
Brown Sandy
Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
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.
1�RLLIAfICE
G GEOTECHI'IICRL
_ 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: 12/21/2015
Project: Freeport Parkway North
Location: STA 29+00
Client: City of Coppell
REPORT: Proctor
132
128
124
120
V
_Q
T 116
N
c
v
0 112
0
108
104
100
960
2
4
6
8 10
Group Symbol:
AASHTO:
Atterberg Limits: LL = NP PL = NP
Test Method: ASTM D-698 Method -B
Ong: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
TEST RESULTS
Date Sampled: 12/18/2015
Sampled By: Kimberly Wandel
By Order Of: Walter
Order Number: 1770
LAB NO: 199727-2
Report No: 199727-2
Page 1 of 1
1-00°A Saturatial7
SG = 2,65
Estimated
14 16 18 20 22 24 26 28 30 32
Moisture Content (1/0
PI = NP
OMC, %: 13.9
MDD, pcf: 117.7
Description: Cement Treated
Brown Sandy
Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
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.