Tax 2011B-LR121203ALLIAhICE
GECITECHf11CRL
QiOUP
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: C12 -1001
Report Date: 12/03/2012
Project: Vanbebber Drive Street Improvements
Location: Van Bebber
Client: City of Coppell
REPORT: Lime - Treated Material Gradation
Date Sampled: 11/27/2012
Sampled By: Robert Griffiths
By Order Of: Chris
Order Number: 1770
LAB NO: 139009
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 139009
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 No. 4 sieve. The test results follow.
The results of these tests indicate compliance of the treated subgrade with grading requirements of the specifications.
Test No.
Location
% Passing
1 3/4 in
% Passing
No. 4
1
W.bound VanBebber, 100'E. of Denton Tapp
100
64.0
2
W.bound VanBebber, 75'W. of Lakewood
100
62.0
3
W.bound VanBebber, 100'E. of Lakewood
100
60.0
Remarks: Tests taken at 3:40 p.m.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. akara, 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.
Ai...LIftIYCE
G�OTECHI'IlCRL
t,�iOUP
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: C12 -1001
Report Date: 12/03/2012
Project: Vanbebber Drive Street Improvements
Location: Van Bebber Drive
Date Sampled: 11/28/2012
Sampled By: Deniz Kilic
By Order Of: Chris
Order Number: 1770
Client: City of Coppell
REPORT: Lime - Treated Material Gradation LAB NO: 139061
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 139061
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 No. 4 sieve. The test results follow.
The results of these tests indicate compliance of the treated subgrade with grading requirements of the specifications.
Test No.
Location
%Passing
1 3/4 in
% Passing
No. 4
1
estbound Van Bebber Drive, station 16 +50
100
62.0
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, 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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.