ST0301C- LR151216—Ge GEOTECHNICAL ENGINEERING
E * ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
LEJ * CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
all
Report Date: December 16, 2015 Date Concrete Placed:
Client: City of Coppell
Project: Bethel & Coppell Road
Contractor: Tiseo Paving Company Inc.
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Pavement N. Bound, S. Coppell Rd.
December 9, 2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 39
Project No.: 215-140
MATERIALS Source / SSD Batch Wts, OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 Mach/H
Time Sample Batched:
8:53 AM
Cement: 6 Sack
Time Sampled:
9:20 AM
Remarks
Sample Location:
50'N. of Bethel Rd.
Fly Ash:
Truck / Ticket No:
184/3326
Coarse Aggregate:
Temperature,
BCR 179
Intermediate Aggregate:
Ambient Range:
52 OF
Concrete Range:
69 OF
Fine Aggregate:
Slump Range (inches):
3.25
Admixtures:
Weather Conditions:
Cloudy
I
Time Started:
6:30 AM
28
Time Completed:
5:15 PM
2
Sample Air Content
2.8
Added Water: 0 Gallons
Total Cubic Yards Placed:
40
'Zt—nath it he kn in 1-
4000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.fin.)
Remarks
BCR 178
5
12/14/15
123,840
4.380
BCR 179
7
12/16/15
BCR 180
3.25
28
1/6/16
BCR 181
28
1/6/16
BCR 182
1 H
H
Test Methods Utilized
Fracture Regular
1
Cylinders Made By: HP
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
.
Remarks and/or Distribution:
cc: Mr, Rick Odell - City of Coppell via E-mail: Rodell(&,coppelltx.gg—v
Mr, Michelle Matunas - City of Coppell via Email: mmatunasnacol2pelltx-99Y
Mr. George Marshall - City of Coppell via Email: gmarshall(a),coppelfix.go
Mr. Robert Caudill - Tiseo, Paving via Email: rcaudill(a)tiseopaving.co
GEE Consultants, Inc TBPE Firm F-3212
Reviewed by:
_ ___V,
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
E • ENVIRONMENTAL CONSULTING GEE Consultants, inc.
0 CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 Fax (214) 352-6972'
Ell 11 i
11111111
Report Date: December 16, 2015 Date Concrete Placed
Client: City of Coppell
Project: Bethel & Coppell Road
Contractor: Tiseo Paving Company Inc.
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Pavement N. Bound, S. Coppell Rd.
December 9, 2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 40
Project No.: 215-140
MATERIALS Source / SSD Batch Wts, OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 Mach/H
Time Sample Batched:
10:50 AM
Cement: 6 Sack
Time Sampled:
10:51 AM
Remarks
Sample Location:
N. End of Culvert
Fly Ash:
Truck / Ticket No:
161/3339
Coarse Aggregate:
Temperature:
BCR 184
Intermediate Aggregate:
Ambient Range:
62 OF
Fine Aggregate:
Concrete Range:
75 OF
BCR 185
Slump Range (inches):
2.0
Admixtures:
Weather Conditions:
Cloudy
I
Time Started:
6:30 AM
2
Time Completed:
5:15 PM
Sample Air Content
2.8
Added Water: 0 Gallons
Total Cubic Yards Placed:
144.0
Renuired Strength (Lbs./so.in.):
4.000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs,/Sq.1n,)
Remarks
BCR 183
5
12/14/15
115,760
4,090
BCR 184
7
12/16/15
BCR 185
2.0
28
1/6/16
BCR 186
28
1/6/16
BCR 187
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: HP
ASTM C-31, C-39, C-143
, (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodellc&—coppellm.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(ii),coppellIx.gov
Mr. George Marshall - City of Coppell via Email: gLnarshall(&coppelItx.gov
Mr. Robert Caudill - Tiseo Paving via Email: reaudill(iMseopaving.corn
GEE Consultants, Inc. M
All letters and reports are for the exclusive use
our prior written approval. Our letters and
Firm: F-3212
a1
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
ports 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
10046 Monroe Drive
CONSULTING
N MATERIALS TESTING
—U -10a, ICAMP / JJ_/_ZJ
Inc.
GEE Consultants,
REPORT OF CONCRETE MIX OBSERVATION
Report Date: December 16, 2015 Date Concrete Placed:
Client: City of Coppell
Project: Bethel & Coppell Road
Contractor: Tiseo Paving Company Inc.
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Pavement N. Bound, S. Coppell Rd.
(214) 352-5433
Fax (214) 352-6972
December 9, 2015 Standard 6"xl2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 41
Project No,: 215-140
MATERIALS Source SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 Mach/H
Time Sample Batched:
11:43 AM
Cement: 6 Sack
Time Sampled:
12:10 PM
Sample Location:
10'N. of Heath Lane
Fly Ash:
Truck / Ticket No:
197/3350
Coarse Aggregate:
Temperature:
Ambient Range:
69 `F
Intermediate Aggregate:
Concrete Range:
79 OF
Fine Aggregate:
Slump Range (inches):
3.75
Admixtures:
Weather Conditions:
Partly Cloudy
Time Started:
6:30 AM
Time Completed:
5:15 PM
2
Sample Air Content (%):
2.9
Added Water: 0 Gallons
Total Cubic Yards Placed:
232.0
Re uired Strength (Lbs./sq.in.)-
4,000
Specimen
Measured
Age
Date
Total Load
Compressive Strength
Remarks
Number
Slump (in.)
(Days)
Tested
(Lbs.)
(Lbs./Sq.1n.)
BN 188
5
12/14/15
134,420
4,750
BCR 189
7
12/16/15
BCR 190 3.75
28
1/6/16
BCR 191
28
116/16
BCR 192
H
I H
Fracture Regular
Cylinders Made By: HP
Test Methods Utilized
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
Mr. Rick Odell - City of Coppell
via E-mail: Rodell(a_)Coppelltx.goy
cc:
Mr. Michelle Maturas - City of
Coppell via Email: tnmatunasgcoppelltx.gov
Mr. George Marshall - City Of COPPell
via Email: lzmarshalIAcoypeIhx.gQy
Mr. Robert Caudill - Tiseo Paving
via Email: rcaudilWtiseopaving.com
GEE Consultants Inc. TBPE Firm: F-3212
Reviewed by:
All lettersand 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
El * ENVIRONMENTAL CONSULTING
10046 Monroe Drive
Report Date: Deceml
Client:
City of
Project:
Bethel �
Contractor:
Tiseo P
Concrete Supplier and Plant:
Tiseo P
Location of Placement:
Pavemo,
MATERIALS Source
Descril
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
CTION MATERIALS TESTING
v0110a, IVACIb / Z),41 -V
L
GEE Consultants, Inc.
,TE MIX OBSERVATION
16, 2015 Date Concrete Placed:
� Coppell Road
wing Company Inc.
wing
it N. Bound, S. Coppell Rd,
2596 Mach/H
6 Sack
0 Gallons
(214) 352-5433
Fax (214) 352-6972
December 9, 2015 Standard 6"U2' Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 42
Project No.: 215-140
SSD Batch Wts.
(Lbs/CuYd) OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Truck / Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content
Total Cubic Yards Placed:
1:17 PM
1:45 PM
10' N. of Driveway at 556
*/3361
73 OF
76 OF
2.0
Clear
6:30 AM
5:15 PM
3.1
320.0
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 193
5
12/14/15
149,100
5,270
BCR 194
7
12/16/15
BCR 195
2.0
28
1/6/16
BCR 196
28
1/6/16
BCR 197
H
H
'rest Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: LIP
V1111al " i111WUF uistrimnion: I rucK number is not available
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(a-)coppelltx.go
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(-a),copr)elltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshalla(coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: reaudill(a-)tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and reports are for the exclusive use of the 0 lient 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 ol'apparently identical or similar products.
FG_ * GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants. Inc.
E CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive •
I
Report Date: Deceml
Client:
City of
Project:
Bethel ,
Contractor:
Tiseo P
Concrete Supplier and Plant:
Tiseo P
Location of Placement:
Paveme
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
source
Descrit
6
Dallas, Texas 75229 • (214) 352-5433 Fax (214) 352-6972
TE MIX OBSERVATION
16, 2015 Date Concrete Placed:
)ppell
Coppell Road
ing Company Inc,
ing
N. Bound, S. Coppell Rd.
Mach/H
December 9, 2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 43
ProJect No,: 215-140
SSD Batch Wts,
(Lbs/CuYd) OBSERVATION DATA
Specimen Measured
Age
Date
Number Slump (in,)
(Days)
Tested
BCR 198
5
12/14/15
BCR 199
7
12/16/15
BCR 200 3.0
28
1/6/16
BCR 201
28
1/6/16
BCR 202
6:30 AM
H
'rest Methods Utilized
_H
Fracture Regular
_ASTM C -31,C -39,C-143
(Unless Noted Otherwi:
Remarks and/or Distribution:
Requi Strength (Lbs./sq.in.):
4,000
Time Sample Batched:
2:53 PM
Time Sampled:
3:15 PM
Sample Location:
Paving at 40' S. of 536
Truck / Ticket No:
199/3375
Temperature:
Ambient Range:
71 OF
Concrete Range:
75 OF
Slump Range (inches):
3.0
Weather Conditions:
Partly Cloudy
Time Started:
6:30 AM
Time Completed-
5:15 PM
Sample Air Content (%):
2.8
Total Cubic Yards Placed:
432.0
Requi Strength (Lbs./sq.in.):
4,000
Total Load Compressive Strength
(Lbs.) (Lbs./Sq.1n.)
Remarks
159,600
5,650
Cylinders Made By: IJP/YS
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(i7coripelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(cr)coprielltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(),coppelltx,gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill
Atiseopaving.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 areaddressed and shall not be reproduced without the full approval of GEE Consultants, Inc, The use of our name must receive
our prior written approvat 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
F I# ENVIRONMENTAL CONSULTING
10046 Monroe Drive
N MATERIALS TESTING
-Mai I K:Aa� / J.4 /_ Z7
GEE Consultants, Inc,
REPORT OF CONCRETE MIX OBSERVATION
Report Date: December 16, 2015 Date Concrete Placed
Client: City of Coppell
Project: Bethel & Coppell Road
Contractor: Tiseo Paving Company Inc.
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Pavement N. Bound, S. Coppell Rd.
(214) 352-5433
Fax (214) 352-6972
December 10, 2015 Standard 6"xl2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 44
Project No.: 215-140
MATERIALS Source / SSD Batch Wts, OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
Specimen Measured
Number Slump (in.)
BCR 203
BCR 204
BCR 205 2.5
BCR 206
BCR 207
Test Methods Utilized
ASTM C-31, C-39, C-143
Remarks and/or Distribution:
6 Mach/H
Time Sample Batched:
8:49 AM
ick
Time Sampled:
9:40 AM
Sample Location:
Station 15+30, 751 S. of 520
Truck / Ticket No:
199/3390
Temperature:
Ambient Range:
62 OF
Concrete Range:
70 OF
Slump Range (inches):
2.5
Weather Conditions:
Cloudy
Time Started: -
7:30 AM
Time Completed:
1:00 PM
Sample Air Content (1/o):
5.0
allons
Total Cubic Yards Placed:
40.0
Re uired Strength (Lbs./sq.in.):
4,000
Age
Date
Total Load
Compressive Strength
Remarks
(Days)
'rested
(Lbs.)
(Lbs./Sq.1n.)
4
12/14/15
129,920
4,600
7
12/17/15
28
1/7/16
28
1/7/16
H
H
Fracture Regular
Cylinders Made By: HP
(Unless Noted Otherwise)
cc: Mr. Rick Odell - City of Coppell via E-mail: RodelKkoppelftx.gov
Mr. Michelle Mattmas - City of Coppell via Email: mmatunasgcoppelltx.gov
Mr. George Marshall - City of Coppell via Email: gMarshaIl(&,coppelltx..gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a1tiseopaying.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.
SEE
* GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING JL
l#CONSTRUCTION MATERIALS TESTINGGEEonsultanis, IncE
• Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972'
REPORT OF CONCI
Report Date:
Decemb
Client:
City of I
Project:
Bethel 6
Contractor:
Tiseo P�
Concrete Supplier and Plant: Tiseo P<
Location of Placement: Pavemej
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
Source
6
E MIX OBSERVATION
16, 2015 Date Concrete Placed:
Coppell Road
ing Company Inc.
ing
N. Bound, S. Coppell Rd.
Machffl
0 Gallons
December 10, 2015 Standard 6NI2' Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 45
Project No.: 215-140
SSD Batch Wts.
(Lbs/CuYd) OBSERVATION DATA
Time Sample Batched:
Time Sampled:
Sample Location:
Truck / Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content I%):
Total Cubic Yards Placed:
P,—i—I Qf11, if t— / ;_ \
10:20 AM
11:10 AM
Station 17+20, 60 to 70' S. of
Cooper Ln.
*/3400
66 OF
75 OF
2.0
Cloudy
7:30 AM
1:00 PM
2.8
120.0
A AWA
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 208
4
12/14/15
113,320
4,010
BCR 209
7
12/17/15
BCR210
2.0
28
1/7/16
BCR 211
28
1/7/16
BCR 212
H
H
'rest Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: HPIYS
Remarks and/or Distribution: Truck number is not available
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell aicoppell!Lmy
Mr. Michelle Matunas - City of Coppell via Email: mmatunasnacoppelltx.go
Mr. George Marshall - City of Coppell via Email: gmarshall�coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(&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. Out 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.