ST0501-LR121009 OCT-09-2012 23:36 P.09
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.35 (211-0126 /ST-05-01) Method:ASTM D6938 D698 Page 1 of 1
Client:Tiseo Paving Company
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:October 4,2012 Silty Clay(Mixed)
2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9
Fragments and Yellowish Brown Clayey Sand
Report Date:October 9,2012
3 Dark Gray Silty, Clay with Occ.Aggregate 104.0 15.0
4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3
Required Density(%): Min.95% 5 Dark Gray Clay 101.5 17.9
6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13.0
Required Moisture(%):Clay:OMC+5%'
Sand:OMC f 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 t Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent
No. No. Depth Dry Density Moisture Compaction
(inches) (Lbs/Cu.Ft.) Content(%) (g/o)
98 10 6 Retest of No.92 and 97 96.7 23.0* 91.1
*Test results did not meet project specifications
cc: Mr.Larry Davis-City of Coppell,Phone: 972-304-3684;via Fax:972-304-3570
Mr.George Marshall-City of Copppell,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.corn
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: (52a14.4*-
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.
OCT-09-2012 23:36 P.06
C
4f-
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: October 9, 2012 Date Concrete Placed: October 5, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 85
Contractor: Tiseo Paving Company Project No.:211-0125
Concrete Supplier and Plant: LMC /95 City of Coppell Project No.: ST-05-01
Location of Placement: Pavement- Northbound MacArthur Boulevard Deceleration Lane
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: 9:50 AM
Cement: Time Sampled: 10:10 AM
Fly Ash: Sample Location: 8'E. of Median Manhole
y Truck/Ticket No: -/63070927
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 70°F
Fine Aggregate: Concrete Range: 80°F
Admixtures: Slump Range(inches): 3.0 •
Weather Conditions: Partly Cloudy.
1 Time Started: 6:30 AM
2 Tiine Completed: 2:00 PM
Added Water: 7 Gallons Sample Air Content(%): Not Tested
Total Cubic Yards Placed: 120
Required Strength(Lbs./sq.in.): 4,000 .
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) '
DFR 337 4 10/9/12 135,940 4,810
DFR 338 28 11/2/12
3.0
DFR 339 28 11/2/12
DFR 340 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: RG
ASTM C-31, C-39, C-143 (Unless,Noted Otherwise)
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
b :
0-7,141.14.4____
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed y•
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.
OCT-09-2012 23:37 P.10
C
Texas CMT, Inca
., ,
Construction Materials Testing GEE consultants, Inc.
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.36 (211-0126 /ST-05-01) Method:ASTM D6938 D698 .Page 1 of 1
Material Description Maximum Optimum
Client:Tiseo Paving Company Dry Moisture
Density Content
Proj ect:Deforest Road Reconstruction (Lbs/CuFt) Percent
1 Yellowish Brown Clayey Sand with Dark Gray 115.5 12.4
Test Date:October 5,2012 Silty Clay(Mixed)
2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9
Fragments and Yellowish Brown Clayey Sand
Report Date:October 8,2012
3 Dark Gray Silty Clay with Occ.Aggregate 104.0 15.0
4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3
Required Density(%):Min.95%
5 Dark Gray Clay 101.5 17.9
6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13.0
Required Moisture(%):Clay:OMC+5%;
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 . r3
Test Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent e....'----No. No. Depth Dry Density Moisture Com acti
{inches) (Lbs/Cu.Ft.) Content(%) •
99 10 6 Retest of No.92,97&98 97.5 23.5* 91.9
*Test results did not meet project specifications
Test results were verbally conveyed to Walter prior to concreting two(2)hours later. .
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 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.
OCT-09-2012 23:35 P.04
A111 ,t 1.
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: October 8, 2012 Date Concrete Placed: October 3, 2012 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 83
Contractor: Tiseo Paving Company Project No.:211-0125
Concrete Supplier and Plant: LMC /952
City of Coppell Project No.: $T-05-01
Location of Placement: Pavement - Leave-outs at Westbound Deforest Road
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: 2:35 PM
Cement: Time Sampled: 4:15 PM
Fly Ash: Sample Location: Leave-out across from S.E. Corner
of Deforest& Lake Forest
Coarse Aggregate: Truck/Ticket No: - /62938182
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 82°F
Admixtures: Concrete Range: 86°F •
1 Slump Range(inches): 1.75 •
Weather Conditions: Clear
2 • Time Started: 9:00 AM
Added Water: 5 Gallons Time Completed: 6:30 PM
Sample Air Content(%): 6.1
Total Cubic Yards Placed: 250
Required Strength(Lbs./sq.in.): 4,000
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR 329 5 10/8/12 119,940 4,240
DFR 330 28 10/31/12
1.75
DFR 331 28 10/31/12
DFR 332 H Hold
Test Methods Utilized Fracture.Regular
ASTM C-3I, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: RG
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
•
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 0)./.114_,______ .
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.