Sales Tax 09-LR100922ALLII9nCE
G GEOTECHnPCRL
GROUP
Acct ID:
1770
Report Date: 09/22/2010
Project:
Dobecka Drive
LL = 67 PL = 24
Tx
Location:
Dobecka Drive
Contractor:
Conaster Construction
Client:
The City of Coppell
REPORT:
Proctor
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -0923 Date Sampled: 09/15/2010
Sampled By: Thad Egar
Coppell, By Order Of: Eric
Order Number: Vendor #9176
LAB NO: 90385
TEST RESULTS Report No:
Page 1 of 1
I 100% Saturation
1D4 . -- -- ;-- - - - - -- ---- - - - - - a ----------- (SG = 2.65)
100 - +--- --- -- +-- --- --- ---- ---
a 96
n
Q 92
i
88
i
i i i i i
19 12 14 16 18 A
Group Symbol:
CH
AASHTO:
A -7 -6(41)
Atterberg Limits:
LL = 67 PL = 24
Remarks:
Sample #8439
Test Method:
ASTM D -698 Method -A
22 24 26 28 30 32 34 36 38
Moisture Content ( %)
PI = 43
Charge: The City of Coppell Attn: Mr. Albert Samaniego, Construction Inspecto
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Albert Samaniego (1 -ec copy)
1 -ec Conaster Construction Attn: Eric Grant
1 -ec The City of Coppell Attn: Mr. Keith Marvin, P. E.
1 -ec The City of Coppell Attn: Rhonda Adloo
90385
OMC, %: 25.0
MDD, pcf: 96.2
Description: Dark Gray Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
Sieve % Passing
No. 200 86
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project 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.
ALLII9nCE
G GEOTECHnPCRL
GROUP
Acct ID:
1770
Report Date: 09/22/2010
Project:
Dobecka Drive
Tx
Location:
Dobecka Drive
Contractor:
Conaster Construction
Client:
The City of Coppell
REPORT:
Proctor
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -0923 Date Sampled: 09/15/2010
Sampled By: Thad Egar
Coppell, By Order Of: Eric
Order Number: Vendor #9176
LAB NO: 90385 -1
TEST RESULTS Report No:
Page 1 of 1
100% Saturation
117 (SG = 2.65)
i
113
i
a i
- 104
-- - -- - -- ; ------------------ - -'
yr
n:
:
:
� 105 - - - -..: -- � - - - - -- -1 -- ----- �- - - - - -- -� -- - - - -� ----- - -� - -- ----- �- - - - - -- -- - - - -- - -
101
97 � ------- --------- 4 ---------- I - - -- - --- - -- - - - - - -- - - -- - -- -- - -- - -- - -- - - -- - - - - - -- - - - --
0 2 4 6 8 10 12 14 15 18
Moisture Content ( %)
Group Symbol: SM
AASHTO: A -2 -4
Atterberg Limits: LL= NP PL = NP PI = NP
Remarks: Sample #8440
Test Method: ASTM D -698 Method -A
Charge: The City of Coppell Attn: Mr. Albert Samaniego, Construction Inspecto
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Albert Samaniego (1 -ec copy)
1 -ec Conaster Construction Attn: Eric Grant
1 -ec The City of Coppell Attn: Mr. Keith Marvin, P. E.
1 -ec The City of Coppell Attn: Rhonda Adloo
20 22 24 26 28
90385 -1
OMC, %: 14.7
MDD, pcf: 110.1
Description: Sandy Clay Pea
Gravel
Desc. of Ram.: Mechanical
Prep. Method: Dry
Sieve % Passing
No. 100 100
No. 200 24
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project 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.