ST0501-LR120312 MAR -13 -2012 19:39 P.01
A r
Texas CMT, Inc.
Construction Materials Testing GEE Consu pants Inc.
and Environmental Consulting
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352 -6972 • www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: March 12, 2012 Project No: 211 -0125
Client: City of Coppell Moisture Report No. 6
Sample Date: February 29, 2012 City of Coppell Project No. ST- 056 -01
Project: Deforest RoactReeonstruction, Co - ern To
° Post -it® Fax Note 7671 Date # of
�:s pages
identification: ots re Density Relationship To LA K Ky 1)41- v is From Co Texas
, � , eM,7 lS0ITL � -
. /Dept.' f� cw�vU'16
Test Procedure: ASTM D698 1 1 1 5P�C i / 1(�, co.
Phone # , q 3O 4- 3 4 Phone # , ?5z.�9 5
Test Results: _/ G� is JvJ`t ( /
Fax # Qri2 304_3 76 Fax# !4 ,3CZ'642772—
Method `T !
Optimum Moisture Content 13.0 percent --
Maximum Density • 108.6 pounds per cubic foot 1.
Rammer Type Manual
Material Description Yellowish Brown Silty Sand with Sandy Clay
Balls,,, -''
Material Origin Footing Excavation, S. Sig - of De orest Road,
W. of Allen R d ',
Moisture Preparation Procedure Air Dry
Liquid Limit Non - plastic 0 6 /
Plastic Limit Non- plast ,
Plasticity Index Non -p tic
Percent Passing No. 200 U.S. Sieve 21 9/ 2c/
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: rGaudill @TiseoPaving.com
Mr. Walter Mitchell - Tiseo Paving Company, via E -mail: barnobas @yahoo.co .
Mr. Bobby Bounds - California Construction, Phone: 972 -670 -0368; via E- 1: Bo ValConTex.com
i " —/ / / -
Texas CMT, Inc. TBPE Firm: F -4521 Reviewed by: ...`
Our letters and reports are for the exclusive use of the client to whom they are addressed. 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.
MAR -13 -2012 19:40 P.05
c
Texas CMT, Inc.
Construction Materials Testing GEE Consu Itants� 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: March 12, 2012 Date Concrete Placed: January 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.: 2
Contractor: Tiseo Paving Project No.: ST- 056 -01
Concrete Supplier and Plant: Latimore Materials Company / 95
Location of Placement: Pedestal - Intersection of Deforest Road with MacArthur Boulevard
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs /CuYd)
Mix Number: 1701 Time Sample Batched: 12:12 PM
. Cement: Time Sampled: 1:15 PM
Fly Ash: Sample Location: N.E. Corner of the Intersection
. Truck / Ticket No: 9150 / 5643 16161
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 65 °F
Fine Aggregate: Concrete Range: 70 °F
Admixtures: Slump Range (inches): 1.75
Weather Conditions: Clear
1 Time Started: 10:00 AM
2 Time Completed: 3:00 PM .
Added Water: Sample Air Content ( %): 4.0
Total Cubic Yards Placed: 3.0
Required Strength (Lbs. /sq.in.): 4,000
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
DFR 5 7 2/3/12 160,400 ,_,. -"'
DFR 6 28 2/24/12 193,600 ._
1.75
DFR 7 28 2/24/12 189,520 6,700
DFR 8 H Hold
Test Methods Utilized Fracture Regular Made By: MR
ASTM C -31, C -39, C -143 (Unless Noted Otherwise)
Remarks and /or Distribution: . fil i
cc: Mr. Larry Davis - City of Coppell, Phone: 972 - 304 -3684; v ' 2- 304 -357 i i t
Mr. George Marshall - City of Coppell, Phone: 972 - 304 -35. ' -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. Bobby Bounds - California Construction, Phone: 972 -670 -0368; via E -mail: Bobby @CalConTex.com .
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Texas CMT, Inc. TBPE Firm: F -4521 Reviewed by: 4 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 CM7, 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.
MAR -13 -2012 19:41 P.06
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: March 12, 2012 Date Concrete Placed: February 28, 2012 Standard 6 "x12" Cylinders
Client. City of Coppell Cylinder Cross - sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 3
Contractor: Texas Inlets Inc. Project No.: ST- 056 -01
Concrete Supplier and Plant: TXI / 141
Location of Placement: Inlet Walls & Bottom, S. Side of Deforest Road at Castle Creek Drive
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs /CuYd)
Mix Number: 8274 Time Sample Batched: 1:29 PM
Cement: 6 Sk. Time Sampled: 2:10 PM
Fly Ash: Sample Location: Inlets @ Sta. 4 +21.6 & 2 +71.6
Coarse Aggregate: 1" CS Truck / Ticket No: 8062 / 1327809
Temperature:
Intermediate Aggregate: Ambient Range: 74 °F
Fine Aggregate: Concrete Range: 74 °F
Admixtures: Slump Range (inches): 1.5
1 Weather Conditions: Cloudy
Time Started: 1:00 PM
2 Time Completed: 4:00 PM
Added Water: 0 Gallon Sample Air Content ( %): 4.2 •
Total Cubic Yards Placed: 5.5
Required Strength (Lbs. /sq.in.): 4,000
Specimen Measured A Date Total Load Compressive S ngth
Number Slump (in.) ( s Tested (Lbs.) (Lbs./ Remarks ,
DFR 9 7 3/6/12 141,360 5,00
DFR 10 8 3/27/12
DFR 11 1.5
28 3/27/12
DFR 12 H Hold .....
Test Methods Utilized Fracture Regular
ASTM C -31, C -39, C -143 (Unless Noted Otherwise) Cylinders Made By 0 1 / 4
Remarks and/or Distribution:
cc: Mr. Larry Davis - City of Coppell, Phone: 972 - 304 -3684; via Fax: 972 -304 -3570
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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. Bobby Bounds - California Construction, Phone: 972 - 670 -0368; via E -mail: Bobby @CalConTex.com
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Texas (::32i...z,--Zietc_4__.___,.
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 frill 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.
MAR -13 -2012 19:41 P.08
A
Texas CMT, Inc.
AVA
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: March 12, 2012 Date Concrete Placed: March 1, 2012 Standard 6 "x12" Cylinders
Client City of Coppell Cylinder Cross - sectional Area: 28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 5
Contractor: Texas Inlets Inc. Project No.: ST- 056 -01
Concrete Supplier and Plant: TXI / 141
Location of Placement: Alley Inlet Bottom & Walls
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs /CuYd)
Mix Number: 8274 Time Sample Batched: 1:31 PM
Cement: 6 Sk. Time Sampled: 2:25 PM
Fly Ash: Sample Location: 3 7 Inlet @ Sta. 24 +36.4
Truck / Ticket No: 7012 / 1329869
Coarse Aggregate: 1" CS Temperature:
Intermediate Aggregate: Ambient Range: 78 °F
Fine Aggregate: Concrete Range: 76 °F
Admixtures: Slump Range (inches): 1.5
Weather Conditions: Cloudy .
I Time Started: 1:00 PM
2 Time Completed: 3:45 PM
Added Water: 10 Gallon Sample Air Content ( %): 4.5
Total Cubic Yards Placed: 10
Required Strength (Lbs./ • . : 4,000
Specimen Measured Date Total Load Compres • - Strength Remarks
Number Slump (in.) Tested (Lbs.) . q. n. '
DFR 17 3/8/12 137,760 4,870
DFR 18 1.5 28 3/29/12
DFR 19 28 3/29/12 AT
DFR 20 H Hold
Test Methods Utilized Fracture Regular
ASTM C -31, C -39, C -143 (Unless Noted Otherwise) Cylinders Made By: RG l`/
Remarks and/or Distribution: 401
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 @co.pelltx.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. Bobby Bounds - California Construction, Phone: 972 - 670 -0368; via E -mail: Bobby @Ca1ConTex.com
1e $Y
.---
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.