ST0301C- LR160506G1 • GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
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10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
Report Date: May 13, 2016 Date Concrete Placed: May 6, 2016
Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 81
Contractor: Tiseo Paving Project No.: 215-140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Pavement, W. Bound Bethel Rd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 Mach\H
Time Sample Batched:
8:03 AM
Cement: 6,0 Sack
Time Sampled:
8:50 AM
Remarks
Sample Location:
intersection of Bethel Rd. and E.
Fly Ash:
5/9/16
Hearthstone Dr., Station 28+20
Coarse Aggregate:
Truck / Ticket No:
*/4692
Intermediate Aggregate:
Temperature:
5/13/16
105,300
Ambient Range:
70 OF
Fine Aggregate:
Concrete Range:
82 OF
Admixtures:
Slump Range (inches):
6.00
Weather Conditions:
Cloudy
28
Time Started:
6:30 AM
2
Time Completed:
4:30 PM
Added Water: 0 Gal
Sample Air Content
3.0
Total Cubic Yards Placed:
40.0
Re uired Strength (Lbs./sq.in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 348
3
5/9/16
85,800
3,040
BCR 349
7
5/13/16
105,300
3,720
BCR 350
6.0
28
6/3/16
BCR 351
28
6/3/16
BCR 352
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: JP/HP
ASTM C -31, C-39, C -143
(Unless Noted Otherwise)
*Plant number and truck number are not available
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell6koppellrx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas((cop
Mr. George Marshall - City of Coppell via Email: gmarshallAcoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudilI0,)tiseonqying1cm
GEE Consultants, Inc. TBPE Firm: F-3212 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 GEE Consultants, Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested mid/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
• GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants,
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352 -5433 * Fax (214) 352 -6972
Report Date: May 13, 2016 Date Concrete Placed: May 6, 2016
Standard 6 "xl2" Cylinders
Client: City of Coppell Cylinder Cross - sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 82
Contractor: Tiseo Paving Project No.: 215 -140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Pavement W. Bound Lane Bethel Rd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs /CuYd)
Mix Number: 2596 Mach \H
Time Sample Batched:
11:08 AM
Cement: 6.0 Sack
Time Sampled:
11:45 AM
Remarks
Sample Location:
Bethel Rd., W. Bound Lane,
Fly Ash:
Y
5/9/16
Station 26 +25
Coarse Aggregate:
Truck / Ticket No:
162/4705
Intermediate Aggregate:
Temperature:
5/13/16
135,020
Ambient Range:
81 of
Fine Aggregate:
Concrete Range:
90 F
Admixtures:
Slump Range (inches):
2.5
1
Weather Conditions:
Cloudy
28
Time Started:
6:30 AM
2
Time Completed:
4:30 PM
Added Water: 0 Gal
Sample Air Content ( %):
3.5
Total Cubic Yards Placed:
136.0
Test Methods Utilized
Reauired Strength (Lbs. /sq.in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs. /Sq.ln.)
Remarks
BCR 353
3
5/9/16
111,900
3,960
BCR 354
7
5/13/16
135,020
4,780
BCR 355
2.5
28
6/3/16
BCR 356
28
6/3/16
BCR 357
H
I H
Test Methods Utilized
Fracture Regular
Cylinders Made By: JP
ASTM C -31, C -39, C -143
(Unless Noted Otherwise)
*Plant number and truck number are not available
cc: Mr. Rick Odell - City of Coppell via E -mail: Rodell a,coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(cr),coP2gIItx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall cr,coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a )tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F -3212 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 GEE Consultants, 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.
G1 • GEOTECHNICAL ENGINEERING
E ' • ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants,
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352 -5433 M Fax (214) 352 -6972
Report Date: May 13, 2016 Date Concrete Placed: May 6, 2016
Standard 6 "x12° Cylinders
Client: City of Coppell Cylinder Cross - sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 83
Contractor: Tiseo Paving Project No.: 215 -140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Pavement W. Bound Lane Bethel Rd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs /CuYd)
Mix Number: 2596 Mach\FI
Time Sample Batched:
12:38 AM
Cement: 6.0 Sack
Time Sampled:
1:05 PM
Remarks
Sample Location:
Bethel Rd. West Bound Lane,
Fly Ash:
5/9/16
Station 23 +50
Coarse Aggregate:
Truck / Ticket No:
* /4718
Intermediate Aggregate:
Temperature:
5/13/16
129,260
Ambient Range:
72 OF
Fine Aggregate:
Concrete Range:
88 F
Admixtures:
Slump Range (inches):
1.75
1
Weather Conditions:
Partially Cloudy
28
Time Started:
6:30 AM
2
Time Completed:
4:30 PM
Added Water: 0 Gal
Sample Air Content ( %):
Not Tested
Total Cubic Yards Placed:
240.0
Test Methods Utilized
Required Strength (Lbs. /sa.in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs. /Sq.ln.)
Remarks
BCR 358
3
5/9/16
103,620
3,670
BCR 359
7
5/13/16
129,260
4,570
BCR 360
1.75
28
6/3/16
BCR 361
28
6/3/16
BCR 362
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: JP
ASTM C -31, C -39, C -143
(Unless Noted Otherwise)
*Plant number and truck number are not available
cc: Mr. Rick Odell - City of Coppell via E -mail: Rodell(a),coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a coPPelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(a)coypelltx.Pov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill@tiseopaving.com
Inc.
7BPE Firm: F -32:
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 GEE Consultants, Inc. The use of out 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.
G1 • GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc,
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 • Fax (214) 352-6972
Report Date: May 13, 2016 Date Concrete Placed: May 6, 2016
Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 84
Contractor: Tiseo Paving Project No.: 215-140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement Pavement, W. Bound Lane, Bethel Rd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 Mach\li
Time Sample Batched:
2:02 AM
Cement: 6.0 Sack
Time Sampled:
Sample Location:
2:45 PM
Bethel Rd., W. Bound Lane,
Fly Ash:
BCR 363
Station 19+70
Coarse Aggregate:
Truck / Ticket No:
*/4705
Intermediate Aggregate:
Temperature:
Ambient Range:
84 OF
Fine Aggregate:
Concrete Range:
86 OF
Admixtures:
Slump Range (inches):
2.0
BCR 365
Weather Conditions:
Partially Cloudy
6/3/16
Time Started:
6:30 AM
2
Time Completed:
4:30 PM
Added Water: 0 Gal
Sample Air Content
Not Tested
Total Cubic Yards Placed:
336.0
Re aired Strength (Lbs./sq.in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 363
3
5/9/16
101,660
3,600
BCR 364
7
5/13/16
124,680
4,410
BCR 365
2.0
28
6/3/16
BCR 366
28
6/3/16
BCR 367
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: JP
I
ASTMC-31,C-39,C-143
(Unless Noted otherwise)
-
*Plant number and truck number are not available
cc: Mr. Rick Odell - City of Coppell via E-mail: Roden (&,coppelltx.
Mr. Michelle Matunas - City of Coppell via Email: mmatunasC&-cop elltx.goy
Mr. George Marshall - City of Coppell via Email: conyelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(iiaiseOrlaving.com
GEE
Firm- F-32
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 GEE Consultants, 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.