ST0502A- LR150417 (2)iNICAL ENGINEERING
VIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: April 17, 2015 Date Concrete Placed: March 19, 2015 Standard 6"xI2" 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.: 138
Contractor: CD Builders Inc, Project No.: 214-0144
Concrete Supplier and Plant: Argos#125
Location or Placement: Pavement North Bound
MATERIALS
Source SSD [latch Wts.
OBSERVATION DATA
Total Load
(I,bS,)
Compressive Strength
(I bs., Sq. I if.)
Description (I bs CuYd)
FPP 549
Mix Number:
1273
Time Sample Batched:
7:52 AM
Cement:
FPP 550
Time Sampled:
8:15 AM
FIA, Ash:
157A604-
Sample Location:
STA 24--50 Pavement North
Coarse Aggregate:
4
Bound
Intermediate Aggregate:
Truck / Ticket No:
7089 /1583406
Fine Aggregate:
28
Temperature:
161,300+ )00+
5,710+
Ambient Range:
60 OF
Admixtures:
Hold
Concrete Range:
68 OF
I
Test Methods Utilized
Slump Range (inches):
4
2
(Unless Noted Otherwise)
Weather Conditions:
Cloudy
Added Water:
0
Time Started:
7:00 AM
Time Completed:
5:00 PM
Sample Air Content (%):
3.6
Total Cubic Yards Placed:
10
ReOUired Strenath (I.,bs./sa.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(w\ S)
Date
'I estQd
Total Load
(I,bS,)
Compressive Strength
(I bs., Sq. I if.)
Remarks
FPP 549
7
31/26/15
142,280
5,030
FPP 550
28
4/16/15
157A604-
5,570
4
FPP 551
28
4/16/15
161,300+ )00+
5,710+
FPP 552
H
Hold
Test Methods Utilized
Uracture Regular
Cylinders Made l3v CP
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
I
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell@coppelltx,gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679-, via E-mail: MGarza(�-�.Icoppelltx.gov
Mr. Mitch Holmes - Teague,
-Lie, Nall & Perkins, Phone: 432-3) 12-4205; via E-mail: i-nholmes@tnpinc.coni
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-6888207-, via E-mail: fluyando@edbuilderspncorn
(IFE Consultants, Inc. I'BPE Firm: F-3212 Reviewed by: k w�,,)Ual_loc�'
All letters and reports are for the exclusive use of the Client to whom they are addressed and shall not be reproduced without tire full approval of GEE ('011SLIhaflIS, tire The use Of our name must
receive Our prior written appimal Our letters and reports apple only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products,
-IGI * GEOTECHNICAL ENGINEERING
E I * ENVIRONMENTAL CONSULTING
E I - CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: April 17, 2015 Date Concrete Placed
Client: City of Coppell
Pro , ject: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor: CD Builders Inc.
Concrete Supplier and Plant: Argos
Location of Placement: Pavement North Bound STA 2' ) '-50
March 15, 2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Incites
Concrete Report No.: 139
Project No.: 214-6144
MATERIALS Source i
Description
SSD Batch Wts. OBSERVATION DATA
(Lbs/CuYd)
Age
(Days)
Mix Number: 1273
Time Sample Batched:
10:03 AM
Cement:
Time Sampled:
10:55 AM
7
Sample Location:
STA 23+50 Pavement North
FIN Ash:
Bound
Coarse Aggregate:
Truck / Ticket No:
7083 /1583622
Intermediate Aggregate:
Temperature:
Fine Aggregate:
Ambient Range:
63 OF
Admixtures:
Concrete Range:
70 `F
I
Slump Range (inches):
2.75
2
Weather Conditions:
Cloudy
Added Water: 0
Time Started:
7:00 AM
Fracture Regular
Time Completed:
5:00 PM
(Unless Noted Otherwise)
Sample Air Content (%):
.3.8
Total Cubic Yards Placed:
110
Q—t;—ri Qtrpnoth it he /qn in )'
1600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 553
7
3/26/15
128,040+
4,530+
FPP 554
28
1/
416/15
154,340+-
5,460-+
FPP 555
2.75
28
4/16/15
175,580
6,210
FPP 556
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C-1431
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdcIF(ji)coppeIItx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679-. via F-111ail.. MGarza6 , oppelltx.-ov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
'7
Mr. Francisco Luyando -CD Builders. Inc_ Phone: 787-688-8207; via E-mail: fIuyando(,nPcdbUiIderspr.corn
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and reports are to, the exclusive use of the client to whomthey are addressed and shall not be reproduced without the full approval of GEE Consultauts. file The use of our [lame must
receive our 1)[101 written approval Our letters and reports apply only to the sample tested andror observed and are not necessarily indicative of the quantities of apparently ideafical or similar products.
G I* GEOTECHNICAL ENGINEERING
E I* ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 & Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: April 17, 2015 Date Concrete Placed: March 19, 2015 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
pro ' ject: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 140
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant; Argos
Location ol'Placement. Pavement North Bound STA 22+00
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (f.bs/CuYd)
Mix Number: 1273
Time Sample Batched:
1:10 PM
Cement:
Time Sampled:
2:00 PM
Fly Ash:
Sample Location:
STA 22+00 Pavement North
Coarse Aggregate:
3/26/15
Bound
Intermediate Aggregate:
'Truck / Ticket No:
3551 /1583842
Temperature:
4/16!15
Fine Aggregate:
Ambient Range:
62 OF
Admixtures:
Concrete Range:
71 OF
I
Slump Range (inches):
3.5
2
Weather Conditions:
Cloudy
Added Water: 0
Time Started:
7:00 AM
Time Completed:
5:00 PM
Fracture Regular
Sample Air Content (%):
3.4
(Unless Noted Otherwise)
Total Cubic Yards Placed:
210
Reouired Streiwth (Lbs./so.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
'Total Load
(l,hs.)
Compressive Strength
(Lbs./Sq.lri.)
Remarks
FPP 557
7
3/26/15
127A00 -i
4,510-+
,5104-
FPP 558
FPP558
28
4/16!15
170.780
6,040
FPP 559
28
4/16/15
166,100
5,880
FPP 560
1-1
1 Hold
I
I
Test Methods Utilized
Fracture Regular
CNiniders Made By: CP
I
ASTM C-31, C-39. 0-143
(Unless Noted Otherwise)
-
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell@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; 12-4205-, via E-mail: i-nholmes@tnpinc.com
Mr, Francisco L,uyando - CD Builders, Inc.. Phone: 787-688-8207: via E-mail: fILlyando @cdbuilderspr,com
GEE Consultants, tne. TBPE Firm: F-3212 Reviewed by: t
All letters and reports are lot the e\JUSIVe LISC Of the Chellt to "110to they are addiowd and;hall not be leplo'lliced without the fult appioNal of GEF
F Consultants, Inc. file use Of our name must
receive out pilot written approlal. Out letters and iepoits appk only to the sample rested and (it observed and are not necosaitil indicative of the quantities of apparently identical or similar products.
iNICAL ENGINEERING
VIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 # (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: April 17, 2015 Date Concrete placed,
Client: City of Coppell
Protect: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor: CD Builders Inc.
Concrete Supplier and Plant: Argos, 110
Location ot'Placement: pavement North Bound STA. 25-400
March 30, 2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 155
Project No.: 2 14-0 144
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (L,bs/CuYd)
Mix Number: 1273
Time Sample Batched:
12:54 PM
Cement:
'Time Sampled:
1:35 AM
Fly Ash:
Sample Location:
Pavement North Bound STA.
Coarse Aggregate:
4/6/15
251-00
Intermediate Aggregate:
Truck / Ticket No:
4073/1589795
Fine Aggregate:
Temperature:
4/27/15
Admixtures:
Ambient Range:
72 OF
FPP 619
Concrete Range:
76 OF
I
Slump Range (inches):
4.5
2
Weather Conditions:
Cloudy.
Added Water: 0
Time Started:
7:30 AM
Time Completed:
6:30 PM
Fracture Regular
Sample Air Content
4.0
(Unless Noted Otherwise)
Total Cubic Yards Placed:
10
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs)
Compressive Strength
(Lbs./Sq.ln.)
Remarks
FPP 617
7
4/6/15
120,120
4,250
FPP 618
45
28
4/27/15
FPP 619
.
28
4/27/15
FPP 620
H
Hold
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: CP
Remarks and/or Distribution:- None
cc: Rick Odell <RO&IIC(�coppelltx.gov>
Mr. Michael Garza-- City of Coppell, Phone: 972-304-3679-, via E-mail: MGarza( coppelltx,gov
Mr. Mitch I loh-nes - Teague. Nall & Perkins, Phone: 432-312-4205; via E-mail: rnholrnes�tnpinc.corn
Mr. Francisco I_Llyando - CE) Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbt.lilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and reports are for the eXCIUSIVC use of the CliCla to whom they are addressed and shall not be reproduced miliout the frill approval of GEF Consultants. Inc. rhe use of our name must
receive our prior written approval- Our letters and reports apply only to the sample tested an(for observed and are riot necessarily indicative of the quantities of apparently identical or similar products.
�
| � � � | - GEOTECHNICAL, ENGINEERING
Ei
| -ENVIRONMENTAL CONSULTING
CONSTRUCTION MATERIALS TESTING
GEE Consultanis, Inc.
l0046Monroe Drive Dallas, Texas 75229 (214)]52`S433 Fax(214)3S2-6972
REPORT OF CONC.1RETE MIX OBSERVATION
Report Date:
c/ienc
pnuxu
commm"c
Concrete Supplier and Plant:
Location of Placement:
April l7,20|5 Date Concrete Placed: March 2k2U|5 Standard ox/z^Cylinders
`y Ci of Coppell Cylinder Cross-sectional Area: zo.z7Square Inches
Kuhv Rd. to Sandy |-ake Rd Concrete Report wu: 151
cu Builders Inc. proJeu No.: 214-0144
Pavement South Bound 8TA.4+QO
MATERIALS
Source / SSD,Batch Wts.
OBSERVATION DATA
Compressive Strength
(Lhs.�S+lnj
Remarks
Description (Lbs/CuYd)
7
Mix Number:
1272
Time Sample Batched:
11:09 AM
Cement:
Time Sampled:
12:10 PM
Fly Ash:
Sample Location:
Pavement South Bound STA.
Coarse Aggregate:
28
4/23/15
4+80
Intermediate Aggregate:
Truck / Ticket No:
7089/1587605
Fine Aggregate:
Temperature:
'
Admixtures:
Test Methods Utilized
Ambient Range:
60 `F
ASTM C-31, C -39 C-143
(Unless Noted Cfther,kisc)
Concrete Range:
68 `F
|
Slump Range (inchcu' :
2,5
2
Weather Conditions:
Cloudy/ Windy
xuVnd Water:
0
Time Started:
8:15 AM
Time Completed:
4:00 PM
Sample Air Content (Y):
3.6
Total Cubic Yards Placed:
118
Specimen
Number
Measured
Slurnp (in)
Age
(Da\ s)
Date
Tested
Total Load
(I,bs.)
Compressive Strength
(Lhs.�S+lnj
Remarks
FPP 601
7
4/2/15
1 19,680
4,230
FPP 603
28
4/23/15
Test Methods Utilized
Fracture Regular
ASTM C-31, C -39 C-143
(Unless Noted Cfther,kisc)
ylinders Made By� CP
Remarks and/or Distributiow- None
cc: Rick Odell <KOdeU |hx.gov>
Mr. Michael Ourzu-City o[Cuppo|i Phone: 972-304-3679; yk/ E-mail: \kx.gnv
Mr. Mitch uohneo ' Teague, Nall 8L Perkins, Phone: 432-3 12-4205; via E-mail: mho|mcs@c,)tnpinc.uom
Mk. Francisco Luyundo-CD Rui|doo. Inc., Phone: 787-688'8207; via E-mail: OuyanJo0cdbui|derspnoom
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
G - GEOTECHNICAL, ENGINEERING
E! E | ° CONSTRUCTION MATERIALS TESTING
* ENVIRONMENTAL CONSULTING GEE
Consultams, Inc.��
10046 MonroeDhve ~ Dallas, Texas 75229 ° (214)]S2 -S43] ° Fax(2l4)352-6972
REPORT OFK-ONE MIX OBSERVATION
Report Date: April 17, 2015 Date Concrete Placed: March '10, 2015 Standard 6"xl2" Cylinders
om*c City of Coppell Cylinder Cross-sectional Area: zo,z,Square Inches
Pro F Ruby Rd. mSandy Lake Rd. Concrete rt 154
Contractor: CD Builders Inc. rro'ieu w^:2|4 -0l44
Concrete Supplier and Plant: Argos 110
L^ca/umo/pucennen/: Brigx-|/2 Slab Right Side, 5'o[Abutment
MATERIALS Source / SSD Batch uts
. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1251
Time Sample Batched:
8:19 AM
C,cmcn:
Time Sampled:
9:40 AM
RyAoh:
Sample Location:
Drigc \/2 Slab Right Side, 5'
Coarse Aggregate:
4/6/15
of Abutment
Intermediate Aggregate:
Truob/T�ke^ Y4o''
7033/1589393
|cmpcm�m�
4/27/15
Fine Aggregate:
Ambient Kun�e-
65"F
r �
&dm�mm�
Conum�Ran Au:
74°F
'
Slump Range (inchcn):
4.5
2
Weather Conditions:
Mostly Cloudy
Added Water: O
Time Started:
7:30&M1
Time Completed:
6:30 PM
Fracture Regular
Sample Air Content
3.4
(Unless Noted Otherwise)
Total Cubic Yards Placed:
10
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)
Remarks
FPP 613
7
4/6/15
162,000
5,730
FPP 614
28
4/27/15
FPP 615
4.5
28
4/27/15
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <K0dcU6&,00ppcUtx.@pv>
K4c k4iuhud Gorzo- City ofCnppcO. Phone: 972-304-3679via 2 -nail: MG |hx.gov
Mr. Mitch Ho|mcu-Tcu-ue, Nall & Perkins, Phone: 432-3124205� via B -mail: mho|mcs�}mpino.com
Mr PnmciucoLuyuudo-CD 8uiNcm. Inc., Phone: 787-688-8207; vinF-rnoi|: UuyundoJ,-cdbuUdorspx,cnm
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letteis and ictiorts are foi the e\clusi�e u Ic ol, the Client to M10111 tho are addlessed and Shall not tic leploduced wilhow the full appio%al of GEE C'onsul�ants. hic. I -lie use ofour name must
lecelve oul pliol wiluen apploNal 0111 lettels and seports appIN onk to the sample tested andoi obserNed and ale not nec",,aijk indicative ofthe qLKintifies ofaliparenfly identical oi sinularlitoducts.
'INK4LENG{NBFUNG
VIRONMENTAL CONSULTING
- CONSTRUCTION MATERIALS TESTING
GEEConsultants,�Inc.
10046 Monroe Drive Dallas, Texas'75229 0 (214) 352-5433 Fax (214) 352-6972
REINFORCING STEEL PLACEMENT �
Report Date: April 17, 2015 Test Date: March 3 1, 2015
Client: City of Coppell
Project Freeport Pkwy
Identification Reinforcing Steel Observation
Method of Test Visual Observation
General Report No.: 97
Project No.: 214-144
Page I of I
`
On March 3 1, 2015 reinforcing steel was observed at the following locations:
|. Pavement |Hbound STA, 19+00 to }0+50,
2. Pavernent S bound STA. 2400 to 2+50.
The l'ollowing discrepancies were noted and called to the attention of Antpnio a representative of CD Builders .
i Missing } ruburfor south bound� need to be supplemented.
2.Clean area
]. Need Wsupplemented with nhursupport.
4.Need tofixed rcbnruncurbo.
The above discrepancies; were corrected asnoted,
Technician: CP
cc: Mr. Rick ODell- City ofCoppcUVia G-Mbi|:R0Dc| |kx.gov
Nr. Michael Garza - City ofCoppcU.Phone: 972-304' i via E-mu|:—'|bx.gov
Mr Mitch Holmes - Teague, Nall & Perkins, Phone: 432-3l2-4205;via E -moi|: o|uo@Unpioo.onm
Mr. Francisco [Alyando - CD Builders, Inc., Phone: 787-688-8207� via E-mail: fluyando q_(cdbUilderspr,com
G
G I - GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Report Date: April 17, 2015 Test Date: March 30, 2015
Client: City of Coppell General Report No.: 98
Project Freeport Pkwy Project No.: 214-144
Identification Reinforcing Steel Observation
Method of Test Visual Observation Page I of I
Results
On March 30, 2015 reinforcing steel was observed at the following locations:
1, Pavement N bound STA. 25+10 to 24+80.
2. Pavement S bound STA. 20+50 to 10+30.
The following discrepancies were noted and called to the attention of Antpnio a representative of CD Builders .
1. Clean area ( piece of wood; Plastic)
2, Supplemented with rebar support.
3. Missing I rebar connection with existing concrete for south bound.
The above discrepancies were corrected as noted.
Technician: CP
cc: Mr. Rick 0 Dell- City of Coppell Via E -Mail: R 0 Dell@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@tnpiylc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 ReviewedE Consultants, Inc. The use of our name mus rei
=1 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 GE
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.
JV J • GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 16 (214) 352-5433 0 Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Report Date: April 17, 2015 Test Date: March 27, 2015
Client: City of Coppell General Report No.: 1.00
Project Freeport Pkwy Project No.: 214-144
Identification Reinforcing Steel Observation
Method of Test Visual Observation
Page I of I
Results
On March 27, 2015 reinforcing steel was observed at the following locations:
Pavement south bound STA. 2+00 to 4+00
The following discrepancies were noted and called to the attention of Antonio a representative of CD Builders .
1. Missing diagonal rebar for the comer.
2. Supplemented rebar support,
3. Fixed distance between rebar (adjust 16.5"to 20")
The above discrepancies were corrected as noted.
Technician: CP
cc: Mr. Rick 0 Dell- City of Coppell Via E -Mail: R 0 Dell@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 - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
tters 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 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
VIRONMENTAL CONSULTING
# CONSTRUCTION MATERIALS TESTING
GEE Consultants!, Inc.
10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Report Date: April 17, 2015 Test Date: March 25, 2015
Client: City of Coppell
Project Freeport Pkwy
Identification Reinforcing Steel Observation
General Report No.: 101
Project No.: 214-144
Method of Test Visual Observation
Page I of I
Results
On March 25, 2015 reinforcing steel was observed at the following locations:
Pavement south bound STA. 6+00 to 10+00
The following discrepancies were noted and called to the attention of Antonio a representative of CD Builders .
1. Curb rebar STA. 8+20 to 9+50 need to be fixed rebar for correct concrete coverment.
2. Adjust rebar distance 18" ( they have 16.5" to 19.5").
The above discrepancies were corrected as noted.
Technician: CP
cc: Mr. Rick 0 Dell- City of Coppell Via E -Mail: R 0 Dell@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 - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbui
.,!,"ncom
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 re
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.