ST0501-LR120924 SEP-25-2012 03:47 P.08
C
Texas CMT, Inc.
Construction Materials Testing GEE Consu ItafltS, 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: September 24, 2012 Date Concrete Placed: August 27, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 62
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: Crosswalk
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L 1 1504 Time Sample Batched: 12:56 PM
Cement: Time Sampled: 2:40 PM
Fly Ash: Sample Location: East Side of MacArthur
Truck/Ticket No: 1208/25523816
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 91°F
Fine Aggregate: Concrete Range: 95°F
Admixtures: Slump Range(inches): 5.75
Weather Conditions: Partly Cloudy
1 Time Started: 12:00 PM
2 Time Completed: 3:45 PM
Added Water: 0 Gallons Sample Air Content(%): 3.6
Total Cubic Yards Placed: 4
Required Strength(Lbs./sq.in.): 3,000 ,4./-7, •
Specimen Measured Age Date Total Load Compressive Strength
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) ` arks
DFR 245 8 9/4/12 112,200 3,970
DFR 246 5 75 28 9/24/12 134,540 4 760 �,I .
DFR 247 28 9/24/12 143,020 5,060 /
DFR 248 H Hold
Test Methods Utilized Fracture Regular
ASTM C-31,C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: RG Oi (((///
(0, .ie
Remarks and/or Distribution:
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall -City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov
Mr. Dan DeGroot- Burgess & Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com
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 @Ca1ConTex.com
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 arc not necessarily indicative of the quantities of apparently identical or similar products.
TOTAL P.08
SEP-25-2012 03:46 P.02
•
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 .texasctnt.com
REINFORCING STEEL PLACEMENT REPORT
Report Date: September 24,2012 Test Date: September 24,2012
Client: City of Coppell Reinforcing Steel Report No. 26
Project: Deforest Road Reconstruction,Coppell,Texas Project Number: 211-0125
Identification: Reinforcing Steel Observation City of Coppell Project Number: ST-05-01
Method of Test: Visual Observation Page: 1 of 1
Results:
On September 24, 2012 reinforcing steel was observed at the following locations:
• S. Side Stem wall, from Sta. 0+67 to 2+30
• Retaining Wall Footing, S.E. Corner of Deforest and Lake Forest
•
The following discrepancies were noted and called to the attention of a representative of California
Construction:
1. Weep holes in stem wall @ 15' o.c. instead of 10' o.c. per standard detail.
During concrete placement some additional weep holes were seen to be installed.
Technician: RG
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall@coppelltx.gov
Mr. Dan DeGroot - Burgess&Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com
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: bamobas @yahoo.com
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com
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 prier written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantifies of apparently identical or similar products.
SEP-25-2012 03:46 P.04
AYA
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.31 (211-0125 /ST-05-01) Method:ASTM D6938 D698 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Moisture
Density Content
Project:Deforest Road Reconstruction (Lbs/CuFt) Percent
1 Yellowish Brown Clayey Sand with Dark Gray 115.5 12.4
Test Date:September 21,2012 Silty Clay(Mixed)
2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9
Report Date:September 24,2012 Fragments and Yellowish Brown Clayey Sand
3 Dark Gray Silty Clay with Occ.Aggregate 104.0 15.0
0 95% 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3
Required Density(/o):Min. 5 Dark Gray Clay 101.5 17.9
0 0 6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13.0
Required Moisture(/o):Clay:OMC+S/o;
Sand:OMC±3%; 7 Dark Gray and Dark Brown Clay 100.4 22.2
Cement-treated:OMC-2 to+3%; 8 Reddish Brown Clayey Sand(Cement Treated) 105.6 17.2
Lime-treated:OMC-2 to+4% 9 Brown and Reddish Brown Silty Clay with 112.4 14.3
Occasional Gravel(Lime Treated)
10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1 .
•
Test Material Probe Location/Elevation(and/or)Lift. In-Place In-Place Percent
No. No. Depth Dry Density Moisture Compaction
(inches) (Lbs/CuSt.) Content(%) ' (%)
79 8 6 Westbound lane,subgrade,sta. 8+60, 15' 100.3 12.4 95.0 ,
N.of center-line
80 8 6 Westbound lane,subgrade,sta. 11+00, 3' 112.9 14.8 106.9
N.of center-line '
81 8 6 Westbound lane, subgrade,sta. 14+25, 01 104.9 20.7 99.3
N.of center-line
82 8 6 Westbound lane,subgrade,sta. 17+ 17 111.7 105.8
N. of center-line
83 8 6 Westbound lane, subgrade,sta.20 50,3' i_ . .6 106.5
N. of center-line / op 12
84 8 6 Westbound lane,subgrade,sta.23+5 1 .0 14.1 104.2
N. of center-line
85 8 6 Westbound lane,subgrade,sta.27+75, 112.8 1U.1 106.8
N. of center-line
Test results meet project specifications
Note: Water was added to surface of subgrade on numerous occasions. r �F
cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax: 972-30...6- .'
Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mai . li arsh 1f1 @coppelltx.gov
Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E- t• eGroot@BurgessNiple.com
Mr.Robert Caudill-Tiseo Paving Company,Phone:972-289-0723;via -mai .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
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.
SEP-25-2012 03:47 P.05
A
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.32 (211-0125 /ST-05-01) Method:ASTM D6938 D698 Page 1 of 1
Client:City of Coppell Material Description Maximum Optimum
Dry Moisture
Density Content
Project:Deforest Road Reconstruction (Lbs/CuFt) Percent
1 Yellowish Brown Clayey Sand with Dark 115.5 12.4
Gray Silty Clay(Mixed)
Test Date: September 24,2012 2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9
Fragments and Yellowish Brown Clayey Sand
Report Date:September 24,2012 3 Dark Gray Silty Clay with Occasional 104.0 15.0
Aggregate
0 0 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3
Required Density(/o):Min.95/o
5 Dark Gray Clay 101.5 17.9
Required Moisture(%):Clay:OMC+5%; 6 Yellowish Brown Silty Sand with Sandy Clay 108.6 13.0
Sand:OMC±3%; 7 Dark Gray and Dark Brown Clay 100.4 22.2
Cement-treated:OMC-2 to+3%; g Reddish Brown Clayey Sand(Cement 105.6 17.2
Lime-treated:OMC-2 to+4% Treated)
9 Brown and Reddish Brown Silty Clay with 112.4 14.3
Occasional Gravel(Lime Treated) .
10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1
Test Material Probe Location/Elevation(and/or)Lift In-Place In-Place . Pe cent
No. No. Depth Dry Density Moisture onl ction
(inches) (Lbs/Cu.Ft.) Content(%) (g/o)
86 10 6 Westbound lane,subgrade,sta. 8+60, 15' 103.6 21.3 97.6
N.of center-line
87 9 6 Westbound lane,subgrade, sta. 11+00,3' 115.0 16.4 102.3
N.of center-line
88 9 6 Westbound lane,subgrade,sta. 14+25, 11' 111.2 15.9 98,g .
N.of center-line „' ly•
89 10 6 Westbound lane,subgrade, sta. 17+50, 10' 105.4 18.4 99.3:\\....._/
N.of center-line
90 10 6 Westbound lane,subgrade,sta.27+75, 14' 101.1 18. ; 0 95.3
N.of center-line
Test results meet project specifications
Note: Water was added to surface of subgrade on numerous occasions.
cc: Mr.Larry Davis City of Coppell,Phone:972-304-3684;via Fax:972-304-3570,� t
Mr.George Marshall-City of Coppel1,Phone: 972-304-3562;via E-mail:gMar 11@ ppelltx.gov
Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E-mail:Da `.DeGroot @BurgessNiple.com
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 @Ca1ConTex.com
Texas CMT,Inc. TBPE Firm:F-4521 Reviewed by: °:2024C"r"-------
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.
SEP-25-2012 03:47 P.06
AYA
Texas CMT, Inca
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
GENERAL REPORT SIEVE ANALYSIS
Report Date: September 24,2012 Test Date: September 21,2012
Client: City of Coppell Sieve Analysis Report No.: 4
Project Deforest Road Reconstruction,Coppell,Texas Project No.:211-0125/ST-05-01
Identification: Sieve Analysis of Road Mixed Material(Cement Treated)
Method of Test: TEX-101-E Page 1 of 1
Results
Specifications
Tex-DOT Item 275-2004
Location Actual Percent Passing Minimum Percent Passing
1%" 3/4" #4 1%" /" #4 Sie •
Sieve Sieve Sieve Sieve Sieve
1 Deforest Road,Westbound Lane,Sta. 8+45,3' 100.0 99.0 78.7 100.0 85.0 - 60.0
N.of Centerline
2 Deforest Road, Westbound Lane, Sta. 11+25, 10' 100.0 100.0 76.0 100.0 85.0 • 60.0
N.of Centerline
3 Deforest Road,Westbound Lane,Sta. 14+15, 10' 100.0 95.4 62.2 100.0 85.0 60.0
N.of Centerline
4 Deforest Road,Westbound Lane,Sta. 17+20, 12' 100.0 96.7 82.5 100.0 85.0 60.0
N.of Centerline
5 Deforest Road, Westbound Lane, Sta.20+30, 11' 100.0 95.5 75.4 100.0 85.0 60.0
N.of Centerline
6 Deforest Road,Westbound Lane,Sta. 23+20,7' 100.0 98.3 75.5 100.0 85.0 60.0
N.of Centerline
7 Deforest Road,Westbound Lane,Sta.24+50,8' 100.0 99.6 84.7 100.0 85.0 60.0
N.of Centerline
Test results meet the project specifications.
Technician:RG
cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax:972-304-3570
Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mail:gMarshall @coppelltx.gov
Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E-mail:Dan.DeGroot @BurgessNiple.com
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
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 7 / �
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 CAT,Inc.The use of our name must receive our prior
written approval. Our letters and reports apply only to the sample rested and/or observed and are not necessarily indicative of the quantum of apparently identical or similar products.
SEP-25-2012 03:47 P.07
AVA
Texas CMI 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
GENERAL REPORT SIEVE ANALYSIS
Report Date: September 24,2012 Test Date: September 22,2012
Client: City of Coppell Sieve Analysis Report No.: 5
Project Deforest Road Reconstruction,Coppell,Texas Project No.:211-0125/ST-05-01
Identification: Sieve Analysis of Road Mixed Material(Lime Treated)
Method of Test: TEX-101-E Page 1 of 1
Results
Specifications
Tex-DOT Item 260-1972
Location Actual Percent Passing Minimum Percent Passing
1'/4" Sieve #4 1%" Sieve #4 Sieve
Sieve
1 Deforest Road,Westbound Lane,Sta.30'E.of 100.0 72.5 100.0 60.0
MacArthur Blvd., 5'N.of Centerline
2 Deforest Road, Westbound Lane,Sta. 3+50, 12' 100.0 73.9 100.0 60.0
N. of Centerline
3 Deforest Road,Westbound Lane,Sta.6+25, 10' 100.0 80.9 100.0 60.0
N. of Centerline
4 Deforest Road,Westbound Lane,Sta.25+50, 13' 100.0 60.8 100.0 60.0 •
N. of Centerline
Test results meet the project specifications.
Technician:RG
cc: Mr. Larry Davis-City of CoppelI,Phone:972-304-3684;via Fax:972-304-3570
Mr. George Marshall-City of Coppell,Phone:972-304-3562;via E-mail:gMarshall @coppelltx.gov
Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E-mail:Dan.DeGroot @BurgessNiple.com
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
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by: /dam '"( � �'`"�.
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.