ST0502A- LR150226GEOTECHNICAL. ENGINEERING
G
E I - CONSULTING
—.–j—�ENVIRONMENTAI.
E I -CONSTRUCTION MATERIALS TESTING
GEE Consultan*e- Inc.
t3f
0046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client:
Projecc
Contractor:
Concrete Supplier and Plant,
Location of Placement:
April 8, 2015 Date Concrete Placed: February 26,2015 Standard 6"x12" Cylinders
City ofCoppell CNIinder Cross-sectional Area: 28.27 Square Inches
Freeport Pkwy from Ruby Rd, to Sandy Lake Rd. Concrete Report No.: 135
CD Builders Inc. Project No.: 214-0144
A rgos4 I 10
B6clge Bent 2 Stage 2-, Bottom
MATERIALS
" SSD Batch Wts.
OBSERVATION DATA
Cornpressive Strength
(Lbs./Sq.1nj
Remarks
Description (Lbs/CuYd)
Description
7
Mix Number:
1273
Time Sample Batched:
11:26 AM
Cement:
Time Sampled:
12:10 PM
Fly Ash:
5,630
Sample Location:
Bridge Bent 2 Stage 2; Bottom
Coarse Aggregate:
28
Truck / Ticket No:
5017 /1578186
Intermediate Aggregate:
Temperature:
Fine Aggregate:
Hold
Ambient Range:
35 OF
Test Methods Utilized
Concrete Range:
48 OF
Admixtures:
(Unless Noted Otherwise)
Slump Range (inches):
4.25
I
Weather Conditions:
Mostly Cloudy
2
Time Started:
10:30 AM
Added Water:
0
Time Completed:
2:15 PM
Sample Air Content
33.4
Total Cubic Yards Placed:
10
RCOUired StrenLith fl,bs./su.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Vested
Total Load
(Lbs.)
Cornpressive Strength
(Lbs./Sq.1nj
Remarks
FPP 537
7
33/5/15
128,380+
4,540
FPP 538
28
33/26/15
159,180
5,630
FPP 539
425
28
3/26/15
160,580
5,680
FPP 540
H
Hold
I
Test Methods Utilized
Fracture Regular
I
Cylinders Made By: CP
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution;- None
cc: Rick Odell <ROdell,,'�i'1coppelltx.gov>
Mr, Michael Garza - City of Coppell, Phone: 972-304-3679; via F -mail: MGarza(q)coppelltx.gov
Mr, Mitch Holmes - Teague, Nat] & Perkins. Phone: 412-312-4205: via F -mail: rnhohms((_Nnpinc,com
Mr. Francisco LUNIando - CD Builders, Inc., Phone: 787-688-8207: via L3 -mail: fILivatido((i,)cdbuilderspr.(,oi-n
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and reports we Por the exclusive use of the Client to M10111 1110 are addressed and shall not be teproduced without the full approval of GEF ' F COIISUIMMS, tile The use of our name must
receive our prior written approval Our ]Qttels and reports appix only to the sample tested and!or observed and are not necessarily inch"itive of the quantities of apparently identical or similar products.
GEOTECHNICAL ENGINEERING
E 1 - ENVIR0,NMENTAL CONSULTING
E I -CCfNSJ'RUCTI0,N MATERIALS TESTING
GEE (Consultants, Inc.
10046 Monroe Drive Dalias, Texas 75229 0 (214) 35/2-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: April 8, 2015 Date Concrete ['laced! March 17, 2015 Standard 6"NI2' Cylinders
Client: city of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Pro , feet: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 136
Contractor'. CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: A rgosk I 10
Location ol'Placcniciw Shear Key Bridge Stage 2
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
Cement:
FIN, Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
Added Water:
1251 Time Sample Batched:
8:18 AM
Time Sampled:
9:10 AM
Sample Location:
Shear Key Bridge Stage 2
Truck / Ticket No:
1099 /1582223
Temperature:
7
Ambient Range:
66 OF
Concrete Range:
70 OF
Slump Range (inches):
5
Weather Conditions:
Mostly Cloudy
Time Started:
4:00 PM
0 Time Completed:
'7:00 PM
Sample Air Content
3.6
Total Cubic Yards Placed:
10
Required Sirenoth fl,h, /qn in 1-
4000
Specimen
Number
Measured
Slump (ill.)
Age
(Days)
Date
tested
I oral Load
(I'hs.)
Compressi \ e Strength
(1,hs./Sq.1n.)
Remarks
EPP 541
7
3/24/15
114,780
4,060-+
EPP 542
28
4/14/15
5
FPP 541
28
4/14/15
EPP 544
1
11
1 Hold
I
Test Methods Utilized
Fracture Regular -1
Cylinders Made By: CP
ASTM -3 I � C -39. C- 143
C
(Unless Noted Otherwise}
Remarks and/or Distribution:- None
cc: Rick Odell <ROdellgcoppelltx.gov>
Mr, Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza((�coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins. Phone: 432-3) 12-4205, via E-mail: rnholrnes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: tluyandoCt)cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212
All letters and reports are tot the exclusive use of the Client to o'holn tile), are addressed and shall not be reproduced without the
receive our Pilot wintell apprmal Our letters and reports apply only to the sample tested and/or observed and are not necessarily
Reviewed bv:
,al of GEF Consultants, Inc. The use of our name most
of the quantities of apparently identical or similar products.
• GEOTECHNICAL. ENGINEERING
= ENVIRONMENTAL CONSULTING
d CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 M'Aonroe Drive: • Dallas, Texas 75229 • (214) 352-5433 • Fax (2 i 4) 352-69?2
REPORT OF CONCRETE MIX OBSERVATION
Report Date: April 8, 2015 tate Concrete Placed: March 17, 2015 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 1.8.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 137
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos#i l l
Location of Placement: Shear Key Bridge Stage 2
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CUYd)
Mix Number: 1257
Time Sample Batched:
12:57 PM
Cement:
Time Sampled:
1:55 PM
Ely Ash:
Sample Location:
Shear Key Bridge Stage 2
Coarse Aggregate:
Truck l "ticket No:
5038 / 1582691
Intermediate Aggregate:
Temperature:
FPP 546
Fine Aggregate:
Ambient Range:
79 OF
Admixtures:
Concrete Range:
78 °F
Slump Range (inches):
4
I
Weather Conditions:
Mostly Cloudy
2
Time Started:
7:00 AM
Added Water: 0
Time Completed:
4:00 PM
Sample Air Content (%):
3.6
Total Cubic Yards Placed:
110
Required Strength "Lbs./sa.in.):
4000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
"Dotal Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n,)
Remarks
FPP 545
7
3124115
120.360-,-
4,260
FPP 546
28
4/14/15
F
FPP 547
28
41/14 " 15
FPP 548
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made B CP
y
ASTM C-31; C-39. C-843
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdelIC&,coppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes -Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CID Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and reports are for the e.rclu,iie use of the client to'llom deet are addressed and shall not be reproduced without the full approval of Gl.E Consultants, Inc. The use of our name must
receive our prior written approval. Our letters and reports apply 0111 to the ,ample tested and -or observed and are not nece"al ly indicative of the quantities of apparently identical or similar products.
�� | GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
0� |
�� | *CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF REl[K7 MIX OBSERVATION
Report Date� April 8. 2015 Dare Concrete I)lacc& Ma rch 1 9 201 1 5 Stan - d , ard - 6"x I - 2" , C'Minders
Client 'City 1,-)f Coppell CNlinder Cross-sectional Area: 28.27 Square Inches
Pro , jecc Freeport Pkwy 1'ron) RUby Rd. to Sandy Lake Rd. Concrete Report No.: 138
Contractor: CI) Builders Inc. Project No.: 2 14-0144
Concrete Supplier and Plant: Argosg 125_
Location of Placement: Pavement North Bound
MATERIALS
Source / SSI) Batch Wts.
Description (lbs/CuYd)
OBSERVATION DATA
I otal Load
Mix Number:
1273
Time Sample Batched:
7:52 AM
Cement:
31,1261/15
Time Sampled:
815 AM
Hy Ash:
FPP 550
Sample Location:
STA 24+5OPavement North
Coarse Aggregate:
Bound
Intermediate Aggregate:
Truck / Ticket No:
7089 /1583406
Fine Aggregate:
Temperature:
FPP 552
Admixtures:
-
Ambient Range:
60'T
I
Concrete Range:
68"P
ASTM C-31, C -39 C-14'
Slump Range (inches):
4
^
Weather Conditions,
Cloudy
Added VYmuc
0
Time 8/oncd:
7:00 AM
Time Completed:
5:00 PM
8ump|u Air Content (Y):
3.6
Total Cuh�c Yards Placed:
10
«tr~.*k if `.^~ ;.`�
24m`
Specimen
Number
Measured
Slump (in.)
Age
(Days,)
Date
Tested
I otal Load
Compressive Strength
Remarks
FPP 549
7
31,1261/15
142,280
5,030
FPP 550
4
28
4/16/15
FPP 551
28
4/16/15
FPP 552
H
Hold
Test Methods Utilized
ar
ASTM C-31, C -39 C-14'
Cylinders Made By CP
Remarks and/or Distribution:- None
cu: Rick Odell <ROdcU Um.gnv>
K4c Michael Uorzu-Cityo[CoppcU. Phone: 072-304-3679, via E" -mail: K46urzo6�coppoUu.gov
Mc Mitch Ro|mcy-Tougum. Nall & Perkins, Phone: 432-3|2-42O5, vim F' -mail: mho|mcs@mpino.com
Mc Francisco Luyando-CD Builders, Inc., Mxmu, 787-688-8207� via C-nuU:O iQcr4v,00m
GIEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
An leneis and iepons are tot ffic CWILISiVe Use of' the Chela to W110111 they we addres.sed and shA not be ieproduced WithOUt the full approval of GEE C011SUIU111tS. blC'file LISC OfOL11 nalne 111LISt
ieceive out- pow mitten appto�al Ow leneis and tepoils appl) oifl� to the sample tested an(Foi obseived and aie not iiecessatd� indicative of the quantities ot appalentk identical ot sambu ptodUCK
• GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 • Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client:
Pro , ject:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
April 8, 2015 Date Concroc Placed March 20, 2015 Standard 6"x12" Cylinders
City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Freeport Pkwy fromRuby Rd. to Sandy Lake Rd. Concrete Report No., 141
CD Builders Inc. Project No.: 214-0144
Argos# 110
Pavement North Bound
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
Compressive Strength
(Lbs./Sq. (it.)
Remarks
Description (1,.,bs/CuYd)
7
Mix Number:
1273
Time Sample Batched:
6:56 AM
Cement:
Time Sampled:
7:40 AM
Fly Ash:
Sample Location:
STA 21+80 Pavement North
Coarse Aggregate:
Bound
Intermediate Aggregate:
Truck / Ticket No:
5017/ 1584110
Fine Aggregate:
4/171/15
Temperature:
FPP 564
Ambient Range:
54 `F
Admixtures:
Concrete Range:
68 `F
I
Fracture Regular
Slump Range (inches):
2.25
2
Weather Conditions:
Cloudy
Added Water:
t7
Time Started:
6:30 AM
Time Completed:
2:45 PM
Sample Air Content
3.4
Total Cubic Yards Placed:
10
Required Strength (l,hs./sa.in.1:
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq. (it.)
Remarks
FPP 561
7
3/271/15
112,840+-
3,990 4-
FPP 562
28
4/17/15
125
FPP 563
28
4/171/15
FPP 564
H
Hold
fest Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C -3L C-39_ C-143
(Unless Noted Other\\isQ)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdeII((_i,)'coppeIltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza((-b
,coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: i-nholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@,cdbLlilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: ./A—
All letters and reports Luc tot the miLsive use of the dwrit to Mionl thev are addicsed and shall not be reproduced without the full approval of (iEE Consultants, Inc. The use of our name must
receive our prior "Ituell Liplumal Out letters and reports apply only to the sample te,ted and or observed and are not necessarily indicative ot,the quantities ol'apparently identical or sunflai products
ANICAL ENGINEERING
IVIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
%JEE Consultants, Inc.
10046 Monroe Drive « Dallas, Texas 75229 « (214) 352-5433 • Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: April 8, 2015 Date Concrete Placed:
Client-. City of Coppell
['to , 'feet: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor: CD Builders Inc.
Concrete Supplier and Plant: Argos# I 10
Location offIlacentent: Pavement North Bound
March 20, 2015 Standard 6"xl2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 142
Pro.iect No.: 214-0144
MATERIALS Source / SSD Batch Wts. OBSERVA110N DATA
Description (Lbs/CuYd)
Mix Number: 1273
Time Sample Batched:
6:56 AM
Cement:
Time Sampled:
7:40 AM
Fly Ash:
Sample Location:
STA 19-1-50 Pavement North
Coarse Aggregate:
3/27/15
Bound
Intermediate Aggregate:
Truck / Ticket No:
1000/ 1584288
Fine Aggregate:
Temperature:
4/17/15
Admixtures:
Ambient Range:
z�
54 `F
I
Concrete Range:
68 `F
4/17/15
Slump Range (inches):
3.5
2
Weather Conditions:
Rain Shower
Added Water: 0
Time Started:
6:30 AM
Time Completed:
2:45 PM
F
traCtUre Regular -
Sample Air, Content (%):
4.2
(Unless Noted Other%Nisc)
Total Cubic Yards Placed:
110
Q.—;,-4 Qt --ti, 11 1— /,— :.,
�. 14AA
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)
Remarks
FPP 565
7
3/27/15
111,180+
3,930+
FPP 566
3'5
28
4/17/15
FPP _567
67
28
4/17/15
FPP 568
H
Hold
Test Methods Utili/.ed
F
traCtUre Regular -
ASTM C-31, C-39. C-143
(Unless Noted Other%Nisc)
Cylinders Made By: CP
Remarks and/or Distribution:- None
cc: Rick Odell <ROdellCajcoppelltx.gov>
Mr, Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarzaC(�.coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phonc: 432-312-4205; via E-mail: mholmes@tnpinc.corn
Mr. Francisco LLlyando - CD Builders, Inc.. Phone: 787-688-8207; via E-mail: flliyanclo(r�cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and ieports, are for the exclusive use of the Client to M10111 tire), are addressed and shall not be reproduced without the full approval of GFE 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 necosank indicative or the quantities of apparently identical or similar products.
GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
.0 —
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 •Fax (214) 352-6972
REPORT OF CONC"RETE MIX OBSERVATION
Report Date: April 8, 2015 Date Concrete Placed: March 23, 2015 Standard 6"x]2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 143
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos#110
Location of placement: Pavement North Bound
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (1-,bS/CLIYd)
Mix NLll11bCl-: 1273
Cement:
F]y Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
Added Water: 0
Time Sample Batched
Time Sampled:
Sample Location:
11:10 AM
11:35 AM
STA 12 1-60 Pavement North
Bound
Truck /Ticket No: 4034/1584720
Temperature:
Ambient Range:
65 OF
Concrete Range:
72 OF
Slump Range (inches):
2.5
Weather Conditions:
Sunny
Time Started:
7:15 AM
Time Completed:
7:00 PM
Sample Air Content (%):
4
Total Cubic Yards Placed:
20
Reouired StrenLyth (Lbs./so.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days}
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(I.hs,/Sq.1n.)
Remarks
EPP 569
7
I
330/15
107,060
3.790
FPA 570
28
41/20/ 15
15
EPP 571
28
4/20/15
FPP 572
H
Hold
Test Methods Utilized
t racture Regular
Cylinders Made By: CP
I
ASTM C-31. C-39, C-143
(Unless Noted Otherwise)
Rernarks, and/or Distribution:- None
cc: Rick Odell <ROdc1lgcoppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679-, via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205-, via E-mail- mholmes@,tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyandogcdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
Luse (I 4 or-c—
All letters and reports ale Im the exclusive t' the client to '110,11 they are addressed and not be reproduced the bill approval of (IEEConsultants, Inc. 'I'lle USC Of0LIr name must
receive out prior written approval- ()III lettersand reports apply only to the sample tested and oj observed and are not nccessaitl,N indicative of the quantities of apparently Identical or similar products.
G1 # GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
LEJ - CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client:
Pro , ject:
Contractor:
Concrete Supplier and Plant
Location ol'Placement:
April 8. 2015 [)ale Concrete Placed: March 23, 2015 Standard 6"xl2" Cylinders
City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report NO.: 144
CE) Builders Inc. ProJect No.: 214-0144
A roosit 110
Pavement North Bound
MATERIALS
Source SSD Batch Wts.
OBSERVATION DATA
Compressive Strength
(Lbs./Sq.ln.)
Remarks
Description (L,bs/CuYd)
7
Mix Number:
1273
Time Sample Batched:
11:10 AM
Cement:
Time Sampled:
11:35 AM
Flv Ash:
Sample Location:
STA 13+70 Pavement North
2.0
28
4/20/15
Bound
Coarse Aggregate:
Truck / Ticket No:
9019 / 1584833
Intermediate Aggregate:
Hold
Temperature:
Fine Aggregate:
Test Methods Utilized
Ambient Range:
73 OF
Admixtures:
(Unless Noted Otherwise)
Concrete Range:
76 OF
I
Slump Range (inches):
2
2
Weather Conditions:
Sunny
Added Water;
0
'rime Started:
7:15 AM
'rime Completed:
7:00 PM
Sample Air Content
4.2
Total Cubic Yards Placed:
110
P,,niiirpri Ctrpniyfh (I h, /sn in 1-
3600
Specimen
Number
Measured Slump (in.)
(Days) I
Date
"Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)
Remarks
FPP 573
7
3/30/15
101,920+
3,610
FPP 574
28
4/20/15
FPP 575
2.0
28
4/20/15
FPP 576H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39. C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:. None
cc: Rick Odell <ROdell@coppelltx.gov>
Mr. Michael Garza - City Of COPPOL Phone: 972-304-3679-, via E-mail: MGarza(&,coppelltx.gov
Mr, Mitch Holmes - Teague, Nall & Perkins, Phone: 132-312-4205 via F' -mail: inholi-nes(a),tripinc.corn
Mr. Francisco Luyando - __ CD Builders, Inc., Phone: 787-688-8207. via [,-inail: 111,1yando(i�kdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: "
All letters and reports are rot the excltlSlN7c,.,, oI -tac client to ix-hornthey are addlesscd and shall not he ictmoduccli without the full Approval 01(iff Consultants, tile. 'File USC of our naine must
receive our prior witlen approval Our letters and ictiott, appl_% only to the Sample tested and ol obsencd and are not nec"sailK indicative of the quantities of apparently identical or similar products.
• GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING GEE Consultanis, Inc.
G • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 4 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX'. OBSERVATION
Report Date: April 8, 2015 Gate Concrete Plaeed: March 23, 2015 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd, Concrete Report No.: 145
Contractor: CD Builders Inc. Prgiect No.: 214-0144
Concrete Supplier and Plant: Argos#1 10
Location of Placement: Pavement North Bound
MATERIALS
Source /
Description
SSD Batch Wts. OBSERVATION DATA
(Lbs/CuYd)
Date
Tested
Mix Number:
1273
Time Sample Batched:
4:45 AM
Cetnent:
7
Time Sampled:
5:15 AM
Fly Ash:
Sample Location:
STA 14-+-80 Pavement North
Coarse Aggregate:
4/20/15
Bound
Intermediate Aggregate:
Truck / Ticket No:
5015 / 1584987
Fine Aggregate:
Temperature:
Admixtures:
Ambient Range:
75 OF
of
Concrete Range:
78
I
H
Slump Range (inches):
2.5
2
Weather Conditions:
Sunny
Added Water:
0
Time Started:
7:15 AM
Time Completed:
7:00 PM
Sample Air Content (%):
3.8
Total Cubic Yards Placed:
210
Renuire.d Strenoth (l.hs /sn in '1
' 000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
"Total Load
(Lbs.)
('ompressix'e Strength
(Lbs./Sq.ln.)
Remarks
EPP 577
7
3/30/15
101,020
3,570
FPP 578
28
4/20/15
2.5
FPP 579
28
4/20/15
FPP 580
H
Hold
"fest Methods Utilir_ed
Fracture Regular
CP
ASTM C-31, C-39. C-143
(Unless doted Othcrwise)
Cylinders Made Lay:
Remarks and/or Distribution:- None
cc: Rick Odell <ROdel1 ti coppelltx.gov>
Mr. Michael Garza -City of Coppell, Phone: 972-304-3679; via E-mail MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins,Phone: 432-312-4205; via E-mail: mholmes@npinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail fluyando@cdbuilderspr.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 shalt not be reproduced without the full approval of GEE Consultants, ❑c. "Che use of our name must
receiveourprior 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.