Sales Tax 09-LR110210nLLInNCE
GEOTECHNICML
Wour
Acct ID: 1770
Report Date: 02110/2011
Project: Clear Creek
Location: Texas
Client: Citv of Coppell
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 -1014
REPORT: Lime - Treated Material Gradation
Date Sampled: 02/08/2011
Sampled By: Carson, John
By Order Of: Rick Odell
Order Number: 1770
LAB NO: 97470
Test Method: See Below
TEST RESULTS
Report No: 97470
Page 1 of 1
A representative of Alliance Geotechnical Group, checked the gradation of the lime- treated subgrade: Gradation tests
were performed on the mixed material prior to compaction to verify compliance with project specifications which require
a minimum of 100% passing the 1 3/4 in. sieve and 60 % passing the #4 in. sieve. The test results follow.
The results of these tests indicate compliance of the treated subgrade with grading requirements of the specifications.
% Passing %o Passing
Test No.
1 450 Clear Creek westbound
2 471 Clear Creek westbound
3 491 Clear Creek westbound
Location
Ong. City of Coppell (Coppell, TX) Attn_ Mr. Keith Marvin, P.E. (1 -cc copy)
1 -cc City of Coppell Attn. Mr. Rick O'Dell
100.0
63.4
100.0
68.0
100.0
61.2
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED AND/OR OBSERVED AND .ARE NOT NECESSARILY INDICATIVE OF
THE (DUALITIES OF .APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING DUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE. - OR THE EXC, US!VE USE OF THE ADDRESSED CLIENT AND ARE NOT 10 BE REPRODUCED Vl.THOU F %VRITTEN PERM ISSiOi .
MLLIMICE
GEOTECHNICML
QKOUr
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID:
1897 File No: C10 -1223
Date Sampled:
02/08/2011
Report Date:
02/10/2011
Sampled By:
Marvin Hanks
Project:
Heartz Road / Clear Creek OT /Retest
By Order Of:
Cruz w/ RKM
Location:
Texas
Order Number:
1897
Client:
RKM Contractors
REPORT:
Lime - Treated Material Gradation
LAB NO:
97475
Test Method: See Below
TEST RESULTS Report No: 97475
Page 1 of 1
A representative of Alliance Geotechnical Group, checked the gradation of the lime- treated subgrade. Gradation tests
were performed on the mixed material prior to compaction to verify compliance with project specifications which require
a minimum of 100% passing the 1 3/4 in. sieve and 60% passing the $4 in. sieve. The test results follow.
The results of these tests indicate compliance of the treated subgrade with grading requirements of the specifications.
%o Passing % Passing
Test No.
1 491 Clear Creek westbound
2 471 Clear Creek westbound
Location
100.0 52.4
100.0 52.1
Ong: RKM Contractors (Carrollton, TX) Attn: Larry Thomas (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED .ANDtOR 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 VOTHOUT VARITTEN PERMISSION.
... .. W ti
GEOTECHNOIL
Wour
Consulting Engineering " Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID:
1897 File No: C10 -1223
Date Sampled:
02/08/2011
Report Date:
02/10/2011
Sampled By:
Marvin Hanks
Project:
Heartz Road / Clear Creek OT /Retest
By Order Of:
Cruz w/ RKM
Location:
Texas
Order Number:
1897
Client:
RKM Contractors
REPORT:
Lime - Treated Material Gradation
LAB NO:
97474
T est M et h od: S ee B
TEST RESULTS Report No: 97474
Page 1 of 1
A representative of Alliance Geotechnical Group, checked the gradation of the lime- treated subgrade. Gradation tests
were performed on the mixed material prior to compaction to verify compliance with project specifications which require
a minimum of 100% passing the 1 3/4 in. sieve and 60% passing the #4 in. sieve. The test results follow.
The results of these tests indicate compliance of the treated subgrade with grading requirements of the specifications.
%o Passing % Passing
Test No. Location
1 471 Clear Creek westbound
2 491 Clear Creek westbound
Orig: RKM Contractors (Carrollton. TX) Attn: Larry Thomas (!-cc copy
100.0 48.1
100.0 48.9
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO i HEY REPRESENT AN ONGOING GU.ALI I Y .ASSURANCE PROGRAM UNLESS SO
NOTED- THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED 'CILIEN i ,AND ,,RE NOT . 0 BE REPRODUCED 0, PERMISSION.