ST0501-LR120622 JUN-26-2012 22:47 P.01
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AVA
Texas CMII Inc.
Post-it®Fax Note 7671 Date pages►
Materials Testing
and Environ mental Consulting To 1.4 g p y DA v Is From -Texas e a"A l T
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Co.IDept j y,5 pe-c7 Co. 66y cm S 0 f 1L
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352- Phone#972-30
04 Phone#2.1 4.,552,,.7 S"7
Fax# Q 7Z-3a4-3576 Fax#Z1/4•,35z'6 1
REPORT OF CONCRETE MIX OBSERVATION
Report Date: June 22, 2012 Date Concrete Placed: May 23, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 29
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. 18+28 to 18+60
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11602 Time Sample Batched: 10:54 AM
Cement: Time Sampled: 11:45 AM
Fly Ash: Sample Location: Sta. 18+45, Bottom Half
Coarse Aggregate: Temperature:
Intermediate Aggregate: (ille Truck/Ticket Ambie No: t Range: 84°F
°F /25476592
Fine Aggregate: rete Range:
Admixtures: ( ó'J ' 'w ge(inches): 8.25
Condi ., . Partly Cloudy_
1 me St. 10:00 AM
2 r Ti••• ompleted: 1:15 PM
Added Water: 5 Gallons 4P ample Air Content(%): 2.2
Total Cubic Yards Placed: 10
Required Strength(Lbs./sq.in.): . 3,600
Specimen Measured Age P. e Total Load Compressive Strength . Rem.
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.) '
DFR 113 6 5/29/12 113,000 4,000
•
DFR114 28 6/20/12 132,300 4680
8.25
DFR 115 28 6/20/12 134,320 4,750
DFR 116 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:
Numerous cement balls in mix. * Informed Manual of 81/2" slump test result.
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 @CalConTex.com
()20,9A4...........„_",
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.
JUN-26-2012 22:47 P.02
c
+V
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: June 22, 2012 Date Concrete Placed: May 24, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 30
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. 17+93 to 18+25
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11602 Time Sample Batched: 1:30 PM
Cement: Time Sampled: 2:40 PM
Fly Ash: Sample Location: Sta. 18+00,Bottom Half
Truck/Ticket No: 1282/25477660
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 90°F
Fine Aggregate: Concrete Range: 87°F
Admixtures: Slump Range(inches): 7.5
Weather Conditions: Clear
i Time Started: 1:00 PM
2 Time Completed: 4:15 PM
Added Water: 10 Gallons Sample Air Content(%): 2.8
Total Cubic Yards Placed: 10
Required Strength(Lbs./sq.in.): 3,600 •
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR 117 5 5/29/12 114,840 4,060
DFR 118 28 6/21/12 147,680 ........5.2. -
DFR 119 7 5 28 6/21/12 149,060 5,270
DFR 120 H Hold
Test Methods Utilized Fracture Regular
ASTM C-31, C-39, C-I43 (Unless Noted Otherwise) Cylinders Made By: t.I
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 @CalConTex.com
ic
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: E ______--
All Ietters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval df 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.
JUN-26-2012 22:47 P.03
C
ALVA Texas C ,\ ; I 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: June 22, 2012 Date Concrete Placed: June 13, 2012 Standard 6"x12"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)
Mix Number: 10L11602 Time Sample Batched: 12:28 PM
Cement: Time Sampled: 1:25 PM
Sample Location: Sta. 15+06,Bottom Half
Fly Ash: Truck/Ticket No: 1208/25484981
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 80°F
Fine Aggregate: Concrete Range: 84°F
Slump Range(inches): 9.0*
Admixtures: Weather Conditions: Partly Cloudy
1 Time Started: 12:00 PM
2 Time Completed: 3:15 PM
Sample Air Content(%):. 2.1
Added Water: 10 Gallons Total Cubic Yards Placed: 9 . '/
Required Strength(Lbs./sq.in.): 3 .1! .
i
Specimen Measured Age Date Total Load Compre a ength Remarks
Number Slump(in.) (Days) Tested (Lbs.) ( s./Sq.ln.) ,/�
DFR 145 7 6/20/12 113,880 4,030 /'
DFR 146 9.0* 28 7/11/12
DFR 147 28 7/11/12
DFR 148 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:
*Infonned Manuel and Polio of California Construction of slump.
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: MMarshall@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 @CalConTex.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: (-:: 1,.4-C.------.
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.
JUN-26-2012 22:48 P.04
C
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; June 22, 2012 Date Concrete Placed: June 14, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 38
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: Stein Wall, S. Side,Angled Wall at Sta. 14+95, Sta. 14+62 to 14+32 & Sta. 10+17 to 10+49
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10L11602 Time Sample Batched: 1:00 PM
Cement: Time Sampled: 1:50 PM
Fly Ash: Sample Location: Sta. 10+36
Truck/Ticket No: 1277/25485753
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 91°F
Fine Aggregate: Concrete Range: 94°F
Admixtures: Slump Range(inches): 6.5
Weather Conditions: Clear
1 Time Started: 11:30 AM
2 • Time Completed: 3:15 PM
Added Water: 15 Gallons Sample Air Content(%): 2.8
Total Cubic Yards Placed: 7
Required Strength(Lbs./s..i• • ;:00
Specimen Measured Age Date Total Load Compressiv- ",• ny i/ emarks
Number Slump (in.) (Days) Tested (Lbs.) (L...rq.In.
DFR 149 7 6/21/12 144,580 "5,110
DFR 150 28 7/12/12
6.5 ,
DFR 151 28 7/12/12
DFR 152 H Hold Test Methods Utilized Fracture Regular loteee
ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By R
Remarks and/or Distribution: 2
L City of Coppell, Phone: 972-304-3684' via Fa 7 -304- 0
cc: Mr. arty Davis Davls ty pp
Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via - ail: gMarshall @co.,.elltx.t
Mr. Dan DeGroot - Burgess &Niple, Inc., Phone: 972-620-1255; via -mail: Dan.De not @: 1"gessNi. -.com
Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCa i ill • seoPavin,,.com ,7
Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com
Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: :s.by @Ca1Con ►-x.com
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by:
0-'1' -
24'<--""-
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.
JUN-26-2012 22:48 P.O 5
+40, 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. 14 (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:June 19,2012 1 Yellowish Brown Clayey Sand with Dark 115.5 12.4
Gray Silty Clay(Mixed)
2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9
Report Date:June 22,2012 Fragments and Yellowish Brown Clayey Sand
3 Dark Gray Silty Clay with Occasional 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+S%; 5 Dark 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 In-Place Percent
No. Depth Dry Density Moisture Compaction
(inches) (Lbs/Cu.Ft.) Content(%) (%)
29 6 6 S. Side Wall,6"Below Bottom of Weep 112.8 11.1 l 103.9
Hole,3'N.of Wall,Station 16+50 I
•
30 6 6 S. Side Wall,8"Below Bottom of Weep 112.0 10.5 103.1
Hole,8'N.of Wall,Station 16+50
Test results meet project specifications
•
cc: Mr.Larry Davis-City of Coppell,Phone:9'72-304-3684;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
02.144,---
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