ST0501-LR120711 JUL-11-2012 04:48 P.05
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flPri Texas CMI ,1 -
Construction Materials Testing GEE Corsu kInc.
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: July 11, 2012 Date Concrete Placed:
June 13, 2012 Standard 6x12°Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project; Deforest Road Reconstruction Concrete Report No.: 37
Contractor: California Construction Project No 211-0125
Concrete Supplier and Plant: Redi-Mix Concrete /P259 City of Coppell Project No.: ST-05-01
Location of Placement: Stem Wall, S. Side, from Sta. 15+02 to 15+42 & 9+85 to 10+17
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd) I
Mix Number: 10L11602 Time Sample Batched: 12:28 PM
Cement: Time Sampled: 1:25 PM
Fly Ash: Sample Location: Sta. 15+06,Bottom Half
Truck/Ticket No: 1208/25484981
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 80°F
Fine Aggregate: Concrete Range: 84°F
Admixtures: /. / Slump Range(inches): 9.0*
Weather Conditions: Partly Cloudy .
1 Time Started: 12:00 PM
2 Time Completed: 3:15 PM
Added Water: 0 Gallons Sample Air Content(%): 2.1
Total Cubic Yards Placed: 9
Required Strength(LbsJsq.tn-): 3,600 .
Specimen Measur-i Age Date Total Load Compressive Strength
Number Slump .) (Days) Tested (Lbs.) '
R-•• ks ,
(Lbs./Sq.In.)
DFR 145 7 6/20/12 113,880 4,030
DFR 146 28 7/11/12 138,700 4 910
9.0* 7
DFR 147 28 7/11/12 137,040 4,850
DFR 148 H Hold
Test Methods Utilized Fracture Regular
ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: RG
Remarks and/or Distribution:
*Informed Manuel and Polio of California Construction of slump. / ,Q
cc: Mr. Larry Davis- City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570 /7
Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @.coppelltx.gov / I e t z••/
Mr. Dan DeGroot- Burgess &Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessN le.co
Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail; rCaudill@TiseoPaving.com
Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com
02145://se_______
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by:
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.05
JUL-11-2012 04:47 P 01
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Texas CM/. Inc.
Post-it®Fax Note Date #of
Construction Materials Testing e � 7671 pages►
and Environmental Consulting To LARKY DA v 75 From Texas
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10044 Monroe Drive • Dallas, Texas 75229 • (214) 352. Phone# t'C•
0172-364- �rJ�I Phone#2-14 352•c 7SZ
Fax#Ct72-3E4-3576 Fax#z 14,352,617
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 19 (211-0125 /ST-05-01) Method:ASTM D6938 D698
Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Project:Deforest Road Reconstruction Dry Density Content
(Lbs/CuFt) Percent
Test Date:July 9,2012 9:00 AM 1 Yellowish Brown Clayey Sand with D Irk 115.5 12.4
Gray Silty Clay(Mixed)
Report Date:July 11,2012 !2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9
F ents and Yellowish Brown Clayey Sand
3 ar ay S' Clay with Occasional) 104.0 15.0
Required Density(%): Min.95% Aggregat
4 Dark ay and Yellowish Brown Sandy Clay 109.5 15.3
Required Moisture()/n):Clay:OMC+S%; 5 Gray Clay 101.5 17.9
Sand:OMC±3% 6 Yellowish Brown Silty Sand with Sandy Clay 108.6 13.0
Balls
7 Dark Gray and Dark Brown Clay 100.4 22.2
Test No. Material Probe Location/Elevation(and/or)Lift In-Place j In-Place Percent
No. Depth • Dry Density Moisture Compaction
(inches) (Lbs/Cu.Pt.) Content(%) (%)
45 6 6 So ide Wall Backfill,Sta. 18+50, 12' 107.3; 10.9 •8.8
-.of all, 1'6"Below Top of Wall
46 6 6 Sout, t ide Wall Backfill, Sta. 16+00,8' 116.4 8.0* a
N. •f all, 1'6"Below Top of Wall
1 �Fest results did not meet project specifications .
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cc: Mr. Larry Da
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: ity of •ppell,Phone:972-304-3684;via Fax: 972-304-35701
Mr. George fy all-Ci' of Coppell,Phone:972-304-3562;via E-mail:gMar hall @coppelItx.gov
Mr.Dan DeGr■ -Burt-ss&Niple,Inc.,Phone:972-620-1255;via E-mail:Dan.DeGroot @BurgessNiple.com
Mr. Robert Ca 11 -iseo Paving Company,Phone:972-289-0723;via E-mail:1!Caudill @TiseoPaving.com
Mr. Walter Mitch-ll-Tiseo Paving Company,via E-mail: bamobas @yahoo.com�
Mr.Bobby Bounds-California Construction,Phone:972-670-0368;via E- Bo by @CalConTex.com
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Texas CMT, Inc. TBPE Firm: F-4521 Revie . • bv: �LM
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced witho. .e 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 nec..• ..'y indicative of the quantities of apparently identical or similar products.
I
JUL-11-2012 04:48 P.02
c
A ty
Texas 0119 Inc.
Construction Materials Testing GEE consultants, Inc.
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax 214) 352.6972 •
( www .texascmt.com
I
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No.20 (211-0125 /ST-05-01) Method:ASTM D6938 D698 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Moisture
Project:Deforest Road Reconstruction Density Content
(Lbs/CuFt) Percent
Test Date:July 9,2012 4:00 PM I Yellowish Brown Clayey Sand with Dark I15.5 12.4
Gray Silty Clay(Mixed)
2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9
Report Date:July 11,2012 Fragments and Yellowish Brown Clayey Sand
3 Dark Gray Silty Clay with Occasional I 104.0 15.0
Required Density(%):Min.95% Aggregate
4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3
Required Moisture(%):Clay:OMC+5%; 5 Dark Gray Clay 101.5 17.9
Sand:OMC±3% 6 Yellowish Brown Silty Sand with Sand Clay 108.6 13.0
Balls
7 Dark Gray and Dark Brown Clay 100.4 22.2
•
Test No. Material Probe Location/Elevation(and/or)Lift . In-Place I In-Place Percent
No. Depth Dry Density Moisture Compaction
(inches) (Lbs/Cu.Fit.) Content(%) (°/
47 6 6 Retest No.46 114.7 I 10.2 105.6
!
48 6 6 South Side Wall Backfill,Sta. 17+00, 10' 113.3 10.4 ■4
N.of Wall, l'6"Below Top of Wall
Test results meet project specifications
.
cc: Mr. Larry Davis-City of Coppell,Phone:972-304-3684;via F. • `72-304-3570
Mr. George Marshall-City of Coppell,Phone:972-304-3562 ail:gMarshall@coppelltx.gov
Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1 E-mail:Dan.DeGroot @BurgessNiple.com
Mr.Robert Caudill-Tiseo Paving Company,Phone: 97 is 9-072 ' via E-mail:llCaudill @TiseoPaving.com
Mr.Walter Mitchell-Tiseo Paving Company,via E- ' ob @yahoo.com
Mr.Bobby Bounds-California Construction, Phone:
i . ' -0 via E-mail: Bobby @CalConTex.com
i
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: (7----2-4-1174-4---
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 indicativ f the quantities of apparently identical or similar products.
i
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