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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: 02/02/2016
Project: Freeport Parkway North
Location: Freepost crossover
Client: City of Coppell
Date Sampled: 01/28/2016
Sampled By: Perez, Julio
By Order Of: Walter
Order Number: 1770
REPORT. Nuclear Field Density Test LAB NO: 202486
Test Method: See Below
TEST RESULTS Report No: 202486
Page 1 of 1
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No Date (%)
(pcf) Color / Description
199727-2 12/18/2015 13.9
117.7 Cement Treated Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 5.0
Location:
Wet
Moisture
Dry
Percent
Test
Lift # /
Density
Content
Density
Proctor
Spec.
Moisture
Proctor
Pass
No.
Depth
Location
(pcf)
%
(pcf)
Number
No.
Deviation
Density
Fail
1
Final
Station 26+00
131.2
14.7
114.4
199727-2
1
+0.8
97.2
Pass
2
Final
Station 23+00
131.6
14.2
115.2
199727-2
I
+0.3
97.9
Pass
3
Final
Station 19+00
129.7
15.3
112.5
199727-2
1
+1.4
95.6
Pass
4
Final
Station 15+50
129.6
14.1
113.6
199727-2
1
+0.2
96.5
Pass
5
Final
Station 9+50
133.3
15.0
115.9
199727-2
1
+1.1
98.5
Pass
6
Final
Station 5+00
131.2
14.4
114.7
199727-2
1
+0.5
97.5
Pass
Gauge No.: 5669 Daily Standard Counts: 01/28/2016 DS: 3093 MS: 452
Test Methods: ASTM D6938-10
CONFORMS
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
8 -4 -d -44-L--
Perry C. Kak ra, 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.
ALLIAnCE
GRWP
Acct ID: 1770
Report Date: 02/02/2016
Project: Freeport Parkway North
Location: Reinforcing Steel Inspection
Client: City of Coppell
REPORT. Reinforcing Steel Inspection
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: 01/28/2016
Sampled By: Julio Perez
By Order Of: Walter
Order Number: 1770
LAB NO: 202486-1
TEST RESULTS Report No: 202486-1
Page 1 of 1
We visually inspected the reinforcing steel on paving. Our inspection included verifying the proper size of the reinforcing
steel including diameter, length, bends and anchorage, and the grade and the location of the bars including spacing and
cover. We also verified proper splicing, checked stability of tying, and checked the reinforcing steel for excessive rust
deposits.
Paving: On crossover and turn lane on Freeport Parkway
• Drawing Date: 1/23/2015 Addendum No: 3
• Details Referenced: Detail A, Rebar #4@18" OC
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.
ALLIANCE
JGGGEOTECNfIICHL
GROUP
Acct ID: 1770
Report Date: 02/02/2016
Project: Freeport Parkway North
Location: Inlet Tops
Client: City of Coppell
REPORT: Reinforcing Steel Inspection
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: 01/27/2016
Sampled By: David Rooney
By Order Of: Walter
Order Number: 1770
LAB NO: 202319-1
TEST RESULTS Report No: 202319-1
Page 1 of 1
We visually inspected the reinforcing steel for the areas listed below. Our inspection included verifying the proper size of
the reinforcing steel including diameter, length, bends and anchorage, and the grade and the location of the bars
including spacing and cover. We also verified proper splicing, checked stability of tying, and checked the reinforcing
steel for excessive rust deposits.
• Inlet Tops
Drawing Date: 1/22/2015
Details Referenced: #4 rebar at 7.5" OC, pg 6020-1
Remarks: Rebar is within spec, Sta 3+59 and 1+28
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Ile—
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