ST0502B- LR151224 (4)� ALLIfY'ICE
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: 12/24/2015
Project: Freeport Parkway North
Location: Freeport Parkway
Client: City of Coppell
Date Sampled: 12/22/2015
Sampled By: Branch, Eric
By Order Of: Walter
Order Number: 1770
REPORT: Cement Treated Material Gradations LAB NO: 200030
Test Method: See Below
TEST RESULTS Report No: 200030
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 in. sieve and 80% passing the 4 in. sieve. The test results follow.
The results of these tests indirnte romoliance of the treated subarade with oradina requirements of the sDecifications.
Test No.
Location
% Passing
1.00 in
% Passing
4 in
1
(Freeport Parkway southbound at Station 17+50
100.0
81.4
2
Freeport Parkway southbound at Station 15+00
100.0
82.6
3
reeport Parkway northbound at Station 15+00
100.0
80.3
4
Freeport Parkway northbound at Station 17+50
100.0
82.7
5
Freeport Parkway southbound at Station 2+50
100.0
83.4
6
Freeport Parkway northbound at Station 2+00
100.0
83.8
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
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.
� RLLIf'M'ICE
CiiWP
Acct ID: 1770
Report Date: 12/24/2015
Project: Freeport Parkway North
Location: Freeport Parkway
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
File No: C15-0812
Date Sampled: 12/21/2015
Sampled By: Branch, Eric
By Order Of: Walter
Order Number: 1770
Client: City of Coppell
REPORT. Cement Treated Material Gradations LAB NO: 199925-1
Test Method: See Below
TEST RESULTS
Report No:
Page 1 of 1
199925-1
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 in. sieve and 80% passing the #4 in. sieve. The test results follow.
Thp rpci iltc of thpcp tpctc indirate rmmnlinnr:P of the treated subarade with aradino reouirements of the specifications.
Test No.
1
Location
Southbound lane left of centerline at Station 14+50
% Passing % Passing
1.00 in 4 in
100.0 85.6
2
Southbound lane right of centerline at Station 11+50
100.0 87.2
3
Southbound lane left of centerline at Station 9+50
100.0 88.4
4
(Northbound lane left of centerline at Station 8+50
100.0 90.6
5
(Northbound lane right of centerline at Station 11+00
100.0 90.0
6
Northbound lane left of centerline at Station 13+00
100.0 88.3
Orig: City of Coppell (Coppell, TX) Aft Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakai a, 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.