ST0301C- LR160311• GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 •
Fax (214) 352-6972
Report Date: March 11, 2016 Date Concrete Placed: March 5, 2016 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 66
Contractor: Tiseo Paving Project No.: 215-140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: E. Bound, Bethel Rd. Paving, W. of Hearthstone Ln. and Bethel Rd. Intersection at E. Side
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 MACHIH
Time Sample Batched:
8:39 AM
Cement: 6 Sack
Time Sampled:
9:45 AM
Remarks
Sample Location:
E. Bound, 75' W. of Hearthstone
Fly Ash:
3/8/16
Ln.
Coarse Aggregate:
Truck / Ticket No:
*/4187
Intermediate Aggregate:
Temperature:
3/12/16
Ambient Range:
66 of
Fine Aggregate:
Concrete Range:
68 F
Admixtures:
Slump Range (inches):
2.25
l
Weather Conditions:
Clear
28
Time Started:
8:00 AM
2
Time Completed:
4:45 PM
Added Water: 0 Gal
Sample Air Content (%}:
3.6
Total Cubic Yards Placed:
32.0
Test Methods Utilized
Require Strength(Lbs./ s .in.:
4,000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 299
3
3/8/16
122,000
4,320
BCR 300
7
3/12/16
BCR 301
2.25
28
4/2/16
BCR 302
28
4/2/16
BCR 303
H
I H
Test Methods Utilized
Fracture Regular
Cylinders Made By: HP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: * Truck number is not available
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell a,coppelltx.aov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(i7coppelltx.aov
Mr. George Marshall - City of Coppell via Email: gmarshall ,coppelltx.aov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudil4'&tiseopaving.com
GEE
F-3212
31
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.
INICAL ENGINEERING
IVIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 9 Fax (214) 352-6972
Report Date: March 11, 2016 Date Concrete Placed: March 5, 2016 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 67
Contractor: Tiseo Paving Project No.: 215-140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: E. Bound, Bethel Rd. Paving, W. of Hearthstone Ln. and Bethel Rd. Intersection at E. Side
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 MACH\H
Time Sample Batched:
10:17 AM
Cement: 6 Sack
Time Sampled:
11:25 AM
Fly Ash:
Sample Location:
E. Bound of Bethel Rd., 200'-225'
3
3/8/16
W. of Hearthstone Ln.
Coarse Aggregate:
Truck / Ticket No:
*/4198
Intermediate Aggregate:
Temperature.:
3/12/16
Fine Aggregate:
Ambient Range:
72 OF
Admixtures:
Concrete Range:
77 OF
4/2/16
Slump Range (inches):
2.5
Weather Conditions:
Clear
2
Time Started:
8:00 AM
Added Water: 0 Gal
Time Completed:
4:45 PM
Sample Air Content
3.3
Total Cubic Yards Placed:
120.0
Test Methods Utilized
Reouired Strenpth (Lbs./qo.in_)-
4.000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 304
3
3/8/16
113,640
4,020
BCR 305
7
3/12/16
BCR 306
2.5
28
4/2/16
BCR 307
28
4/2/16
BCR 308
H
H
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: HP
Remarks and/or Distribution: * Truck number is not available
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(&,coppelltx.Roy
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@coi)velltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(0),copveIltx.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
ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: March 11, 2016 Date Concrete Placed: March 5, 2016 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 68
Contractor: Tiseo Paving Project No.: 215-140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: E. Bound, Bethel Rd. Paving, W. of Hearthstone Ln. and Bethel Rd. Intersection at W. Side
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: ' 2596 MACH\H
Time Sample Batched:
Cement: 6 Sack
Time Sampled:
Total Load
(Lbs.)
Sample Location:
Fly Ash:
BCR 309
Coarse Aggregate:
Truck / Ticket No:
Intermediate Aggregate:
Temperature:
Fine Aggregate:
Ambient Range:
BCR 310
Concrete Range:
Admixtures:
Slump Range (inches):
I
Weather Conditions:
2
Time Started:
3.0
Time Completed:
Added Water: 0 Gal
Sample Air Content (1/o):
Total Cubic Yards Placed:
BCR 312
Re uired Strength (Lbs./sq.in.):
12:30 PM
1:40 PM
E. Bound of Bethel Rd., 170'E. of
S. Coppell Rd.
*/4213
79 OF
86 OF
3.0
Clear
8:00 AM
4:45 PM
3.5
240.0
4,000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 309
3
3/8/16
78,540**
2,780
BCR 310
7
3/12/16
BCR 311
3.0
28
4/2/16
BCR 312
28
4/2/16
BCR 313
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: HP
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: * Truck number is not available
** Marked test result did not meet the project specifications
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodellacoppellm.yov
Mr. Michelle Matunas - City of Coppell via Email: minatunas0dconvellmizov
Mr. George Marshall - City of Coppell via Email: Marshall(ibcoRpellix.agy
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill@,tiseopaviniz.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 9 GEOTECHNICAL ENGINEERING
E I* ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants,. Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
UIFlI I 1,11 11 11 11rffff-"k iil ''is 1
Report Date: March 11, 2016 Date Concrete Placed: March 5, 2016 Standard 6"xI2" Cylinders
Client: City of'Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 69
Contractor: Tiseo Paving Project No.: 215-140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: E. Bound, Bethel Rd. Paviniz, E. of S. Coppell Rd.
MATERIALS Source SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 MACH\H
Time Sample Batched:
2:10 PM
Cement: 6 Sack
Time Sampled:
3:10 PM
Fly Ash:
Sample Location:
E. Bound of Bethel Rd., 80' E. of
3
3/8/16
S. Coppell Rd.
Coarse Aggregate:
Truck / Ticket No:
*/4223
Intermediate Aggregate:
Temperature:
3/12/16
Fine Aggregate:
Ambient Range:
80 OF
BCR 316
Concrete Range:
87 OF
Admixtures:
Slump Range (inches):
5.5
1
Weather Conditions:
Clear
2
Time Started:
8:00 AM
Time Completed:
4:45 PM
Added Water: 0 Gal
Sample Air Content (%):
3.4
Total Cubic Yards Placed:
320.0
Test Methods Utilized
Rproi;rPri Rtri-noth (I he Icn in 1-
11 AAA
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 314
3
3/8/16
80,440**
2,850
BCR 315
7
3/12/16
BCR 316
5.5
28
4/2/16
BCR 317
28
4/2/16
BCR 318
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: HP
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: * Truck number is not available
** Marked test result did not meet the project specifications
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell@copt)elltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mrnatunas(&,coppelItx,gov
Mr, George Marshall - City of Coppell via Email: gmarshall@coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a)tise2paving.com
Inc.
Reviewed
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 GEE Consultants, 'n/'c.
E I* CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive « Dallas, Texas 75229 0 (214) 352-5433 • Fax (214) 352-6972
L will 11 ,• I,, I I to •
Report Date: March 11, 2016 Date Concrete Placed: March 5, 2016 Standard 6"x12" Cylinders
Client: City Of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 70
Contractor: Tiseo Paving Project No,: 215-140
Concrete Supplier and Plant: Tisec, Paving
Location of Placement: E. Bound, Bethel Rd. Paving, W. of Hearthstone Ln. and Bethel Rd. Intersection at E. Side
MATERIALS
Source / SSD Batch Wts.
Description (Lbs/CuYd)
OBSERVATION DATA
Date
Tested
Mix Number:
2596 MACH\H
Time Sample Batched:
8:39 AM
Cement:
6 Sack
Time Sampled:
9:45 AM
Fly Ash:
Sample Location:
E. Bound, 75' W. of Hearthstone
Coarse Aggregate:
3/11/16
Truck / Ticket No:
Ln.
*/4187
Intermediate Aggregate:
BCR 301
Temperature:
28
Fine Aggregate:
Ambient Range:
66 OF
Admixtures:
Concrete Range:
68 OF
Slump Range (inches):
2.25
H
Weather Conditions:
Clear
2
Time Started:
8:00 AM
Added Water:
1) Gal
Time Completed:
4:45 PM
Sample Air Content (%):
3.6
Total Cubic Yards Placed:
32.0
D --,--A Q+ ---I, i'l t- I—
A AAA
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 299
3
3/8/16
122,000
4,320
BCR 300
6
3/11/16
132,780
4,700
BCR 301
2.25
28
4/2/16
BCR 302
28
4/2/16
BCR 303
H
H
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: HP
Remarks and/or Distribution: * Truck number is not available
cc: Mr. Rick Odell - City of Coppell via E-mail: Roden ,coppelltx.aov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(-a),covMlftx.gov
Mr. George Marshall - City of Coppell via Email: AmarshalIgcovpelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillAtiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212
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 quantifies of apparently identical or similar products.
INICAL ENGINEERING
VIRONMENTAL CONSULTING
9 CONSTRUCTION MATERIALS TESTING
C�3
10046 Monroe Drive • Dallas, Texas 75229 •
REPORT OF CONCRETE MIX OBSERVATION
Consultants, Inc.
.14) 352-5433 9 Fax (214) 352-6972
Report Date:
March 11, 2016 Date Concrete Placed: March 5, 2016
Standard 6NI2' Cylinders
Client:
City of Coppell
Cylinder Cross-sectional Area: 28.27 Square Inches
Project:
Bethel & Coppell Road
Concrete Report No.: 71
Contractor,
Tiseo Paving
4,020
Project No.: 215-140
Concrete Supplier and Plant:
Tiseo Paving
6
3/11/16
Location of Placement:
E. Bound, Bethel Rd. Paving, W. of Hearthstone
Ln. and Bethel Rd. Intersection
at E. Side
MATERIALS
Source / SSD Batch Wts.
Description (Lbs/CuYd)
OBSERVATION DATA
Mix Number:
2596 MACH\H
Time Sample Batched:
10:17 AM
Cement:
6 Sack
Time Sampled:
11:25 AM
Fly Ash:
BCR 308
Sample Location:
E. Bound of Bethel Rd., 200'-225'
Coarse Aggregate:
Truck / Ticket No:
W. of Hearthstone Ln.
*/4198
Intermediate Aggregate:
Fracture Regular
Temperature:
ASTM C-31, C-39, C-143
Fine Aggregate:
Cylinders Made By: HP
Ambient Range:
72 OF
Admixtures:
Concrete Range:
77 OF
Slump Range (inches):
2.5
Weather Conditions:
Clear
2
Time Started:
8:00 AM
Added Water:
1) Gat
Time Completed:
4:45 PM
Sample Air Content
3.3
Total Cubic Yards Placed:
120.0
Rpn";Pd Qf-..fh It 1— /on in I.
A AAA
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 304
3
3/8/16
113,640
4,020
BCR 305
6
3/11/16
115,260
4,080
BCR 306
2.5
28
4/2/16
BCR 307
28
4/2/16
BCR 308
H
H
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: HP
Remarks and/or Distribution: * Truck number is not available
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(&,coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasAcoppelftx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(i4corlvelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: reaudillAtisectnaving.com
GEE Consultants, Inc. TBPE Firm:
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.
• GEOTECHNICAL ENGINEERING
G
•
ENVIRONMENTAL CONSULTING GEE C011sult ms, Inc.
E • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-3433 •Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION I
Report Date: March 11, 2016 Date Concrete Placed: March 5, 2016 Standard 6"xl2" Cylinders
Client: City of Coppell
Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road
Concrete Report No.: 72
Contractor: Tiseo Paving
Project No.: 215-140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: E. Bound, Bethel Rd. Paving, W. of Hearthstone Ln. and Bethel Rd. Intersection at W. Side
MATERIALS Source SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 MACH\H
Time Sample i3atched:
12:30 PM
Cement: 6 Sack
Time Samplet�
1:40 PM
Fly Ash:
Sample Loca o n:
E. Bound of Bethel Rd., 170'E. of
3
3/8/16
S. Coppell Rd.
Coarse Aggregate:Tru
/ Ti'
ck kc No.
*/4213
Intermediate Aggregate:
Temperature.
3/11/16
Fine Aggregate:
Ambient Range:
79 OF
BCR 311
C' nerete Range:
86 OF
Admixtures:
Slump Range �inches):
3.0
Weather Conditions:
Clear
2
Time Started:
S
8:00 AM
Time C 0 1 ed:
e 'd-
4:45 PM
Added Water: 0 Gal
;p
Sample Air C (0/o):
3.5
Total Cubicards Placed:
240.0
Test Methods Utilized
Required StreP_th (Lbs./so.in.):
4.000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
i(Lbs./Sq.1n.)
Remarks
BCR 309
3
3/8/16
78,540**
2,780
BCR 310
6
3/11/16
98,540**
3,490
BCR 311
3.0
28
4/2/16
BCR 312
28
4/2/16
BCR 313
H
H
Test Methods Utilized
Fracture Regular
Cyinders Made By: HP
i
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: * Truck number is not available
** Marked test result did not meet the project
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(a),coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas&co2J2elltx.J12v
Mr. George Marshall - City of Coppell via Email: gmarshallAcovalltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: reaudill(@tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviev
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced i
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not ne,
1, F 1 4 1 . I I
the full approval of GEE Consultants, Inc, The use of our name must receive
V indicative of the quantities of apparently identical or similar products.
• GEOTECHNICAL ENGINEERING
FG_
Measured
Slump (in.)
Age
(Days)
E • ENVIRONMENTAL CONSULTING
GE Consultants, Inc.
E
o CONSTRUCTION MATERIALS TESTING
BCR 314
10046 Monroe Drive
« Dallas, Texas 75229
• 11 14) 352-5433
0 Fax (214) 352-6972
REPORT OF CONCRETE
MIX OBSERVATION
BCR 315
Report Date:
March 11, 2016 Date Concrete Placed: March 5, 2016
Standard 6"x12" Cylinders
Client:
City of Coppell
Cylinder Cross-sectional Area: 28.27 Square Inches
Project:
Bethel & Coppell Road
28
Concrete Report No.: 73
Contractor:
Tiseo Paving
Project No.: 215-140
Concrete Supplier and Plant:
Tiseo Paving
4/2/16
Location of Placement:
E. Bound Bethel Rd. Paving, E. of S. Coppell
Rd.
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
Description (LbsfCuYd)
Fracture Regular
Cy inders Made By: HP
Mix Number:
.2596 MACMH
Time SampleBatched:
2:10 PM
Cement:
6 Sack
Time Sample :
3:10 PM
Sample Locati n:
E. Bound of Bethel Rd., 80'E. of
Fly Ash:
S. Coppell Rd.
Coarse Aggregate:
Truck / Ticket No:
*/4223
Intermediate Aggregate:
Temperature:!
Fine Aggregate:
A bient Range:
80 OF
C ncrete Range:
87 OF
Admixtures:
Slump Range inches):
5.5
f
Weather Cond tions:
Clear
2
Time Started:
8:00 AM
Time Complet d:
4:45 PM
Added Water:
0 Gal
Sample Air t ntent on
3.4
Total Cubic rds Placed:
320.0
Required Stye eth (Lbs./so.in.):
4.000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Con pressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 314
3
3/8/16
80,440**
2,850 **
BCR 315
6
3/11/16
94,080**
3,330 **
BCR 316
5.5
28
4/2/16
BCR 317
28
4/2/16
BCR 318
H
H
Test Methods Utilized
Fracture Regular
Cy inders Made By: HP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: * Truck number is not available
** Marked test result did not meet the project
cc: Mr. Rick Odell - City of Coppell via E-mail: RodellAcoppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@coppelltx.gov
Mr. George Marshall - City of Coppell via Email: g_marshall&n,coppelltx.s;ov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill&u iseopaving.com
TBPE Firm:
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced w thout 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 nec ssarily indicative of the quantities of apparently identical or similar products.