ST0501-LR121204 DEC-04-2012 00:29 P.03
. Ai,
ATA Texas C ,v ii Tit Inc.
Construction Materials Testing GEE ConSuItafltS, 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: December 4, 2012 Date Concrete Placed: November 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.: 121
Contractor: Tiseo Paving Company Project No.:211-0125
Concrete Supplier and Plant: Tiseo Paving City of Coppell Project No.: ST-05-0 1
Location of Placement: Pavement Utility Patch
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2546 H Time Sample Batched: 9:32 AM
Cement: 7 Sack Time Sampled: 10:45 AM
Fly Ash: Sample Location: Westside Lane of Northbound
y MacArthur Blvd., 4' N. to 6' S. of
Coarse Aggregate: Traffic Light
Intermediate Aggregate: Truck/Ticket No: 163/-
Fine Aggregate: Temperature:
Admixtures: Ambient Range: 76°F
Concrete Range: 73°F•
l Slump Range(inches): 6.25•2 Weather Conditions: Clear .
Added Water: Time Started: 9:30 AM
Time Completed: 12:00 PM
Sample Air Content(%): 4.7
Total Cubic Yards Placed: 5
Required Strength(Lbs./sq.in.): 5,000 • .
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR479 2 11/5/12 69,840 2,470
DFR480 3 11/6/12 77,260 2,730
6.25
DFR 481 30 12/3/12 106,840 3 * Less than 5,000 psi
•
DFR482 30 . 12/3/12 116,040 4,100 * Less than 5,000 psi
Test Methods Utilized Fracture Regular Cylinders a By: MR
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: rCuudill@TiseoPaving.com
Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com
9.-2,:‘,1114.........____
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.
, DEC-04-2012 00:29 P.06
A
Texas C ! T, 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: December 4, 2012 Date Concrete Placed: November 6, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 124
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: Sidewalk at N.W.C. of Deforest and MacArthur
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 10111504 Time Sample Batched: 12:09 PM
Cement: Time Sampled: 12:55 PM
Fly Ash: Sample Location: N.W.C.of MacArthur&Deforest
Truck/Ticket No: 6119/25566063
Coarse Aggregate: Temperature: •
Intermediate Aggregate: Ambient Range: 64°F
Fine Aggregate: Concrete Range: 71°F
Admixtures: Slump Range(inches): 6.75 •
Weather Conditions: Clear .
1 . Time Started: 11:00 AM
2 Time Completed: 4:30 PM
Added Water: 0 Gallons Sample Air Content(%): Not Tested •
Total Cubic Yards Placed: 10
Required Strength(Lbs./sq.in.): 3,000
Specimen Measured Age Date Total Load Compressive Strength Remarks
Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.)
DFR491 7 11/13/12 98,840 3,500
DFR 492 6.75 28 12/4/12 124,000 4,390
DFR 493 28 12/4/12 118,980 4,210
DFR 494 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: 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: 4-t.--/'
All letters and reports are for the exclusive use of the client to whom they arc 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.
DEC-04-2012 00:29 P.07
. A
Texas CMT, Inca
AVA
Construction Materials Testing GEE COflSU Rants 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: December 4, 2012 Date Concrete Placed: November 6, 2012 Standard 6"x12"Cylinders
Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches
Project: Deforest Road Reconstruction Concrete Report No.: 125
Contractor: Iowa Bridge and Culvert Project No.:211-0125
Concrete Supplier and Plant: LMC /95 City of Coppell Project No.: ST-05-01
Location of Placement: C411 Wall from Sta. 20+50 to 20+00
MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: 1:45 PM
Cement: Time Sampled: 2:55 PM
Fly Ash: Sample Location: Sta.20+25,Bottom Half
Truck/Ticket No: 9150/564332453
Coarse Aggregate: • Temperature: '
Intermediate Aggregate: Ambient Range: 71°F
Fine Aggregate: Concrete Range: 75°F
Admixtures: Slump Range(inches): 5.75 •
Weather Conditions: Clear .
1 ' Time Started: 11:00 AM
2 Time Completed: 4:30 PM
Added Water: 15 Gallons Sample Air Content(%):' Not Tested
Total Cubic Yards Placed: 9
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 495 3 11/9/12 89,740 3,170
DFR496 7 11/13/12 111,200 3,930 •
DFR497 5.75 28 12/4/12 142,640 5,050
DFR 498 28 12/4/12 148,660 5,260
DFR 499 • 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: 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 b : �_, /t/i
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 CMr,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.
DEC-04-2012 00:30 P.08
A
Texas CMT, I
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: December 4, 20I2 Date Concrete Placed: November 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.: 136
Contractor: Iowa Bridge and Culvert Project No.:211-0125
Concrete Supplier and Plant: LMC/952 City of Coppell Project No.: ST-05-01
Location of Placement: C411 Wall, from = Sta. I6+05 to 15+40, S. Side
MATERIALS Source/ SSD Batch Wts. • OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: 1:29 PM
Cement: Time Sampled: 2:27 PM
Fly Ash: Sample Location: Sta. 15+75
Truck/Ticket No: 5005/62940714
Coarse Aggregate: • Temperature:
Intermediate Aggregate: Ambient Range: 54°F
Fine Aggregate: Concrete Range: 70°F
Admixtures: Slump Range(inches): 5.5 .
I ' Weather Conditions: Clear
Time Started: 1:00 PM
2 Time Completed: 4:00 PM •
Added Water: 9 Gallons Sample Air Content(%): 4.3
Total Cubic Yards Placed: 9 •
Required Strength(Lbs./sq.in.): 3,600
Specimen Measured Age Date Total Load Compressive Strength
Number Slump (in.) (Days) Tested (Lbs.) Remarks
(Lbs./Sq.In.)
DFR544 3 11/30/12 81,180 2,870
DFR 545 7 12/4/12 101,580 3,590
DFR 546 5.5 27 12/24/12
DFR 547 27 12/24/12
DFR 548 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:
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 @Ca1Co .cum
Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: . ,, efeG4 .,
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.