ST0502B- LR150812RLLlfit'ICE
(� G GEOTECMnICRL
GROUP
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct IQ: 1770 File No: C15-0812
Report Date: p8/17/2015 Previously Reported: 08/17/2015
Project: Freeport Parkway North
Location: Freeport Parkway Utility Line Sta. #10+00
Client: City of Coppell
REPORT: Proctor
Group Symbol:
AASHTO:
Atterberg Limits
Test Method:
129
125
121
117
e.
113
c
v
❑ 109
105
101
97
93
TEST RESULTS
Date Sampled: 08/12/2015
Sampled By: Billy Willaby
By Order Of:
Order Number: 1770
LAB NO: 191363
Report No: 191363
Page 1 of 1
SC
A-6(3)
LL= 31 PL= 14
ASTM D-698 Method -B
Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Moisture Content (°h)
PI = 17
DMC, %: 13.1
VIDD, pcf: 115.1
Description: Dark brown
clayey sand w/
trace organics
and sandstone
Desc. of Ram.: Mechanical
Prep. Method: Dry
Sieve % Passing
No. 200 44
Respectfully Submitted,
Alliance Geotechnical Group
Y
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
rHE QUALITIES OF APPARENT LY 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.
ALLIANCE
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: 08/17/2015 Previously Reported: 08/17/2015
Project: Freeport Parkway North
Location: Freeport Parkway Paving Subgrade Sta. #10-00
Client: City of Coppell
REPORT: Proctor
Group Symbol:
AASHTO:
Atterberg Limits
Test Method:
128
124
Date Sampled: 08/12/2015
Sampled By: Billy Willaby
By Order Of:
Order Number: 1770
LAB NO: 191363-1
TEST RESULTS Report No: 191363-1
Page 1 of 1
104
100
96
SC
A-6(3)
LL = 30 PL = 14
ASTM D-698 Method -13
Orig: City of Coppell (Coppell, TX) Attn: Mr Rick O'Dell (1 -cc copy)
Moisture Content (%)
PI = 16
°� Saturation
OMC, %: 12.9
SG = 2.65
MDD, pcf: 117.2
stimated
Description: Red Clayey sand
with trace
organics
Desc. of Ram.: Mechanical
Prep, Method: Dry
_j
e6 28 30
Sieve % Passing
No. 200 42
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, CME Department Manager
1 HIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED ANDIOR 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 REPORT S ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION
flLLIfifYCE
GGEOTECHI'11CRL
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
Date Sampled: 08/17/2015
Report Date: 08/17/2015 Previously Reported: 08/17/2015
Sampled By: Billy Willaby
Project:
Freeport Parkway North
By Order Of:
Location:
Freeport Parkway Utility Line Sta. #60+00
Order Number: 1770
Client:
City of Coppell
REPORT:
Proctor
LAB NO: 191363-2
Report No: 191363-2
TEST RESULTS
Page 1 of 1
129
125
121
117
w
_n
113
N
C
dl
0 109
ca
105
101
97
L-
93
U4
Group Symbol: Sc
AASHTO: A-6(5)
Atterberg Limits: LL = 34 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 (°h)
PI = 21
OMC, %: 14.5
MDD, pcf: 115.4
Description: Dark brown
sandy clay with
trace of grey clay
and organics
Desc. of Ram.: Mechanical
Prep, Method: Dry
Sieve % Passing
No. 200 46
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.