DR1201-LR130805 AUG-05-2013 00:49 P.01
IA
Texas CMT, Inc.
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 1.7 (213-0134) Method:ASTM D6938 D698 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Density Moisture
Project: Creekview Drive Roadway (Lbs./cu.ft.) Content .
Improvements 2013 (Percent)
1. Reddish Brown Clay 97.7 — 22.9
Test Date:August 1,2013 2. Yellowish Brown Clayey Sand _ 120.9 _12.2
(Select Fill)
Report Date:August 5,2013 3. Dark Brown Clay 99.5 22.9
4. Brown,Tan and Yellowish _ 97.9 23.7
•
Required Density(%):Min.95% Brown Clay
Required Moisture(%):.
Clays:OMC+0 to+4%;
Sand and/or Select Fill:OMC-3 to+3%
s.
Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place . Percent
No. Depth Dry Density Moisture Compaction .
(inches) (Lbs/Cu.Ft.) Content(%) (%)
i
39 2 8 Eastbound Lane, 12'S.of Center Line,Sta. 123.3 11.5 102.0 t./
1+05,Select Fill, 151 Lift _
40 2 10 Eastbound Lane,3'S.of Center Line,Sta. 119.6 12.3 98.9 V
2+70, Select Fill, 15`Lift _
41 2 10 Eastbound Lane,4'N.of S.Curb Line,Sta. 125.7 11.7 104.0 •----"---". •
4+70, Select Fill, 15'Lift '
• Test results meet project specifications )
cc: Mr.La of - 4- s' , P / 6‘e `�'� tt
Larry Davis Davas City o Coppell,Phone:972 30 3684;via Fax: 9 / l,,
Mr.George Marshall-City of Coppell,Phone:972-304-3562;via .gl j 11 @coppelltx.gov
Mr.Rod Lacy The Fain Group,Phone: 817-927-4388;via E-mail y@ . com
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed bv: .4......._____.
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products. .
Post-ii®Fax Note Date y
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Fax# - 1 12^304_3s70 Fax# zI43SZ- 697
AUG-05-2013 00:49 P.02
C
AVA
Texas CMT, Inc.
•
Construction Materials Testing GEE Consultants, Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date: August 5, 2013 Date Concrete Placed: July 29, 2013 Standard 6"x12"Cylinders
Client: City of Coppell n' l�P Cylinder Cross-sectional Area:28.27 Square Inches
Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 01
Contractor: ARK Contracting Services Project No.: 213-0134
Concrete Supplier and Plant: Redi-Mix Concrete/ P.259
Location of Placement: Grade Beam for Row#1 Passive Anchors
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10J11524 Time Sample Batched: 12:27 PM
- Cement: Time Sampled: 1:42 PM
Fly Ash: Sample Location: 60'-80' S. of N. End of Beam
Truck/Ticket No: 1211 /25698097
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 92°F
Fine Aggregate: Concrete Range: 93°F
Admixtures: Slump Range(inches):
1 •Weather Conditions: artly Cloudy -
Time Started: 1:00 PM
2 Time Completed: 3:00 PM .
Added Water: Sample Air Content(%): 3.5 •
Total Cubic Yards Placed: 10__^_
Required Strength(Lbs./sq.in.): 03, 000
Specimen Measured Age Date Total Load Compressive Strength `__-- , .
Number Slump(in.) (D)) Tested (Lbs.) (Lbs./Sq.In.) Remarks
CV 1 8/5/13 95,000 3,3660
CV 2 a 28 8/26/13
CV 3 28 8/26/13
CV 4 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: MR
ASTM C-31, C-39,C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
* An excavator bucket was utilized to convey and place concrete from ready-mix truck discharge into beam.
cc: Mr. Larry Davis - City of CoppV,i h4 e: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall- City o i'a.p-. Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Rod Lacy -The Fain 0 , a e: 817-927-4388; via E-mail: rlacy@faingp.com
Ernie Fields- Walter ■t. •-,r- ,•hone: 214-740-6251; via E-mail: efields walterpmoore.com
Mr. Mark North - ARK r VI.1 Phone: 817.478-7400; via T" -
Texas arkcontractingservices.com
4 r,..
CMT, Inc. TBPE Firm: F-4521 Reviewed by: acip `.�
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
TOTAL P.02