
=== PDF PAGE 1 ===
Texas Department of Transportation
DEWITT C. GREER STATE HIGHWAY BLDG. • 125 E. 11TH STREET • AUSTIN, TEXAS78701-2483 • (512) 463-585
April 9, 2009
Received
APR 17 2009
SH 130 CC
Mr. Jose Labarra
SH 130 Concession Company, LLC
7700 Chevy Chase Drive
Chase Park One, Suite 350
Austin, Texas 78752-1562
RE:
Facility Concession Agreement (FCA) Amendment No. 5: Amendment to FCA Article 9,
Section 16.5.2, and Addition of Exhibit 26
Dear Mr. Labarra:
This letter is being delivered to you in order to amend the FCA for the SH 130, Segments 5 & 6
dated March 22, 2007, between the Texas Department of Transportation (TxDOT) and
SH 130 Concession Company, LLC (Developer).Initially capitalized terms not otherwise
defined in this letter have the meanings given those terms in the FCA.
For good and valuable consideration, the receipt and sufficiency of which is hereby
acknowledged, TxDOT and the Developer agree as follows:
1.
The following new Section 9.1.1.1 is inserted into the FCA:
Without in any way diminishing Developer's responsibility for the work including
quality assurance and quality control for the Facility and Work, TxDOT may
participate in Developer's quality assurance and quality control process by
performing certain material inspection and testing services pursuant to the terms
of and as more particularly described in Exhibit 26. Developer acknowledges
and agrees that TxDOT will not be responsible or bear any liability for any
damages, increased costs,
revenue losses, delays, or other impacts
Developer or to any third party, arising as a result of the services performed by
TxDOTpursuant to Exhibit 26,including those arising from failure of or defect in
any material or product inspected or tested, regardless of when such failure or
defect may occur or be discovered.
2.
Section 16.5.2 of the FCA is amended to read as follows:
Subject to Section 16.5.3, Developer shall release, protect, defend, indemnify
and hold harmless the Indemnified Parties from and against any and all third
party claims, causes of action, suits, judgments, investigations, legal or
administrative proceedings, demands and losses (collectively, "Third Party
Claims") arising out of, relating to or resulting from errors, inconsistencies or
other defects in the design or construction of the Facility and/or of Utility
Adjustments included in the Design Workor Construction Work, including any
such Third Party Claims arising out of, relating to, or resulting from the
performance by TxDOT of material inspection and testing services pursuant to
Exhibit 26
THE TEXAS PLAN
REDUCE CONGESTION • ENHANCE SAFETY • EXPAND ECONOMIC OPPORTUNITY • IMPROVE AIR QUALITY
INCREASE THE VALUE OF OUR TRANSPORTATION ASSETS
An Equal Opportunity Employer


=== PDF PAGE 2 ===
Mr. Jose Labarra
SH 130 FCA Amendment No. 5
-2-
April 9, 2009
A new Exhibit 26 is added to the FCA in the form attached hereto.
4.
As hereby amended, the FCA is in full force and effect.
If the foregoing correctly reflects your understanding of our mutual agreement, please so
indicate by signing this letter in the place indicated below and returning four signed originals to
Frank Holzmann.
This letter may be signed in two or more counterparts, each of which shall be deemed an
original, but all of which together shall constitute one and the same instrument.
Sincerely,
thickp to tunnel
Phillip/E./Russell, P.E
Assistant Executive Director
Innovative Project Development
Attachment
CC:
Don Toner, SRNVA, Texas Turnpike Authority Division, TxDOT
Brett Jackson, Federal Highway Administration
Frank P. Holzmann, P.E., Area Engineer, San Antonio District, TxDOT
ACCEPTED AND AGREED TO
THIS 20DAY OF APRIL, 2009
SH 130 CONCESSION COMPANY, LLC
By:
Name: Jose Labarra
Title:
Chief Executive Officer


=== PDF PAGE 3 ===
EXHIBIT 26
IERMS OF TXDOT MATERIAL INSPECTION AND TESTING SERVICES
TEXAS DEPARTMENT OF TRANSPORTATION
SH 130 SEGMENTS 5 AND 6
EXHIBIT 26
Page 1 of 12
FACILITY CONCESSION AGREEMENT
EX 26 - TERMS OF TXDOT MATERIAL
INSPECTION AND TESTING SERVICES


=== PDF PAGE 4 ===
TERMS OF TXDOT MATERIAL INSPECTION AND TESTING SERVICES
TxDOT agrees to perform certain material inspection and testing services as requested
by Developer, and subject to the terms set forth below. Material inspection and testing
to be performed by TXDOT consists of the following:
• Various inspected materials fabricated off-site.
• Selected roadway Monitored Materials from approved/monitored sources
(including Quality Monitored Materials and Material Producer List qualified
materials).
• Other materials inspection and testing as agreed upon in writing by TxDOT and
Developer
Inspections will be performed in
substantial compliance with the specifications and
instructions supplied by Developer in its Work Request and are subject to the terms and
conditions described below. Inspections will be performed only at locations in Texas
where TxDOT routinely provides resident inspection services for its own highway
materials. TXDOT will only perform tests listed in the TxDOT Inspection & Testing Rates
Table in effect when the services are to be performed.
Out-of-state inspections for
Developer will be performed only when TxDOT has employees scheduled to conduct
inspections for TxDOT projects at the requested locations.
As inspection and testing services are performed by TxDOT, written inspection/test
reports will be provided to Developer in accordance with TxDOT's existing policies for
providing such reports at the time the test is conducted. Reports will include the date,
time, locations and nature of services performed. Monitored Materials will not be
furnished with inspection/test reports.
Prior to the commencement of the Construction Work, the Developer shall provide
TXDOT with a single point of contact for this scope of services. TxDOT will direct all
invoices, test reports, questions and other issues to this point of contact. Developer
shall provide written notification of a change to the point of contact. All communications
from Developer regarding the scope of services covered by this Exhibit 26 shall be
directed to the contact point listed in Section 24.12.3, or other person as designated by
TxDOT.
INSPECTED MATERIALS:
TxDOT will only perform inspection services for Developer at structural steel fabrication
plants, commercialprecastprestressed and non-stressed concrete products plants, and
other miscellaneous fabrication plants where TxDOT routinely provides such inspection
and testing services for highway materials. TxDOT reserves the right to prioritize or
reschedule any inspection and testing services according to the following:
•Inspection and testing services may be cancelled or deferred due to
unavailability of TxDOT personnel to perform the requested necessary inspection
• Inspections for Developer will be given lower priority than inspections performed
by TxDOT for TxDOT projects. Inspections for Developer may be given lower
priority than inspections performed by TxDOT for other projects.
TEXAS DEPARTMENT OF TRANSPORTATION
EXHIBIT 26
SH 130 SEGMENTS 5 AND 6
Page 2 of 12
FACILITY CONCESSION AGREEMENT
EX 26 - TERMS OF TXDOT MATERIAL
INSPECTION AND TESTING SERVICES


=== PDF PAGE 5 ===
•Inspections for Developer may be rescheduled to coincide with the inspection of
products for TxDOT or other projects inspected by TxDOT.
Developer and its fabricators will abide by the Nonconformance Report (NCR) process
utilized by TxDOT for disposition of products that do not meet the requirements of the
Developer's specifications provided in the Work Request. The current TxDOT NCR
process for handling various NCR conditions is described in Appendix 1. TxDOT, in its
sole and unfettered discretion, may revise the TxDOT NCR process.
Developer shall submit each Work Request a minimum of two (2) weeks prior to the
requested TxDOT inspection date. Each Work Request will be for a single Fabricator,
and will include the following:
• Project information (i.e. contract number, CSJ, etc.)
• Work description
• Type and estimated quantity of material(s) to be inspected
• Fabricator information (Name, contact person, physical location)
• Desired date of inspection
• Signature/name and telephone number of Developer's authorized representative.
• TxDOT 2004 Specification Item to be used for inspection
• TxDOT Special Specification to be used for inspection
• Developers Specifications
• Complete set of necessary design drawings, material specifications, and shop
drawing files in Adobe.pdf format to perform inspection of the material
MONITORED MATERIALS:
TXDOT maintains certain materials for TxDOT use. Additionally, certain products or
Manufacturers/Suppliers are monitored as being TxDOT compliant. These materials are
described in one of the following categories:
• QM- Quality Monitoring Program. Materials in Program sent directly to projects.
Materials supplied with documentation of program compliance.
• MPL - Material maintained on approved list (Material Producer List). No
additional testing necessary unless directed by Engineer
WA - Warehouse Agreements to stock Pre-Tested materials
:PUT-Approve on the basis of project samples
The Developer will not receive a test report for these above listed Monitored Materials.
A minimum of two (2) weeks prior to the incorporation of any TxDOT monitored
matenas in the Work, Developer will submit a Work Request consistent with the
example attached as Appendix 2. Each Work Request will be for a single roadway
material from a particular Fabricator/Supplier and will include the following:
Project information (i.e. contract number, CSJ, etc.)
• Work description
• Type and estimated quantity of material(s) to be purchased (excluding inspected
materials)
TEXAS DEPARTMENT OF TRANSPORTATION
SH 130 SEGMENTS 5 AND 6
EXHIBIT 26
Page 3 of 12
FACILITY CONCESSION AGREEMENT
EX 26 - TERMS OF TXDOT MATERIAL
INSPECTION AND TESTING SERVICES


=== PDF PAGE 6 ===
• Fabricator/Supplier information (Name, contact person, physical location)
• Date of purchase with supporting documentation
• Signature/name and telephone number of Developer's authorized representative.
• TxDOT 2004 Specification Item to be used for inspection
• TXDOT Special Specification to be used for inspection
• Developers Specifications
• Complete set of necessary design drawings, material specifications, and shop
drawing files in Adobe.pdf format to perform inspection of the material
The Developer shall supply TxDOT with a monthly update of the actual quantity of
Monitored Materials used during construction.
TEST REPORTS AND INVOICES
TxDOT will send a monthly invoice to the Developer for services performed pursuant to
this Exhibit 26. The test reports will be sent to the Developer's point of contact.
PAYMENTS:
Developer will pay TxDOT's fees for performance of the materials testing and inspection
services as shown in the IXDOl Inspection & lesting Rates Table in ettect at the time
the service is performed. TxDOT's 2009 Inspection & Testing Rates Table is attached
as Appendix 3. Payments must be remitted by Developer, within 30 days after receipt of
TxDOT's invoice, to:
Construction Division/ Texas Department of Transportation
Attn: Construction Division/BMS (RA/200-2nd fl.)
125 E. 11th Street 125 E. 11th Street
Austin, TX 78701-2483 Austin, TX 78701-2483
TEXAS DEPARTMENT OF TRANSPORTATION
SH 130 SEGMENTS 5 AND 6
EXHIBIT 26
Page 4 of 12
FACILITY CONCESSION AGREEMENT
EX 26 - TERMS OF TXDOT MATERIAL
INSPECTION AND TESTING SERVICES


=== PDF PAGE 7 ===
Non-Compliance Report (NCR) Process for Structural Steel Bridge Products
The NCR process for handling various NCR conditions in the Structural Steel
Fabrication Branch includes:
NCRs requiring Developer's Engineer of Record input (structural analysis,
clarifications, etc.): CSTM&P will provide non-compliance information to the
Developer's point of contact. Upon review of the information regarding the non-
compliance, the Developer will provide in writing to TxDOT a corrective action.
The corrective action shall be submitted via email to TxDOT in Adobe.pdf format.
• Misplaced components beyond specification tolerances.
• Extreme cases of additional, missing, elongated, etc. holes due to poor
workmanship.
• Material/design substitutions/changes after shop drawings have been approved.
NCRs handied by CSTM&P, Structural Steel Fabrication Branch, Austin
Headquarters
Sweep, camber, and twist beyond specification limits.
Welding procedures, processes, and defects.
•
Misdrilled holes (minor deviations).
Dimensional problems - length, vertical batter, horizontal skew, overall depth,
etc.
•
Additional splices in flanges and webs (may need to contact Designer if non-
traditional member.
•
Base metal defects.
• Assembly of members.
NCRs handled by TxDOT plant inspectors (In-House Repair)
• Weld pick-ups.
Minor heat corrections for sweep/camber.
Weld defects (up to two times per location - generally).
• Painting issues.
TEXAS DEPARTMENT OF TRANSPORTATION
SH 130 SEGMENTS 5 AND 6
EXHIBIT 26
Page 5 of 12
APPENDIX 1
FACILITY CONCESSION AGREEMENT
EX 26 - TERMS OF TXDOT MATERIAL
INSPECTION AND TESTING SERVICES


=== PDF PAGE 8 ===
Non-Compliance Report (NCR) Process for Steel Non-Bridge Structures
The NCR process handling various NCR conditions in the Miscellaneous Products
Fabrication Branch for steel non-bridge structures includes:
NCRs requiring Developer's Engineer of Record input (structural analysis,
clarifications, etc.): CSTM&P will provide non-compliance information to the
Developer's point of contact. Upon review of the information regarding the non-
compliance, the Developer will provide in writing to TxDOT a corrective action.
The corrective action shall be submitted via email to TxDOT in Adobe .pdf format.
• Fabrication discrepancies beyond specification tolerances. (mislocated and/or
oversized holes for structural fasteners and/or anchor bolts, etc.)
• Proposed material substitutions for steel components.
NCRs handled by CSTM&P, Structural Steel Fabrication Branch, Austin
Headquarters
• Welding procedures, welding repair procedures, procedure qualification records.
• Misdrilled holes, bent surfaces (minor deviations).
•
Dimensional problems - length, vertical batter, horizontal skew, overall depth,
etc.
Proposed paint system substitutions.
• Base metal defects.
NCRs handled by TxDOT plant inspectors (In-House Repair)
• Galvanized weldment tests.
.
Minor heat corrections
Weld defect repairs permitted by the AWS D1.1 Structural Welding Code.
• Painting and galvanizing issues.
TEXAS DEPARTMENT OF TRANSPORTATION
SH 130 SEGMENTS 5 AND 6
EXHIBIT 26
Page 6 of 12
APPENDIX 1
FACILITY CONCESSION AGREEMENT
EX 26 - TERMS OF TXDOT MATERIAL
INSPECTION AND TESTING SERVICES


=== PDF PAGE 9 ===
Non-Compliance Report (NCR) Process for Commercially Produced Precast
Concrete Products
The NCR process for handling various NCR conditions in the Precast Concrete
Fabrication Branch includes:
NCRs requiring Developer's Engineer of Record input (structural analysis,
clarifications, etc.): CSTM&P will provide non-compliance information to the
Developer's point of contact. Upon review of the information regarding the non-
compliance, the Developer will provide in writing to TXDOT a corrective action.
The corrective action shall be submitted via email to TxDOT in Adobe.pdf format.
• Major honeycombed and/or spalled concrete exposing prestressing strand.
• Modification to prestressed concrete bridge beams (cutting 6-12 inches off beam
ends).
• Thin top slab on prestressed concrete box beams (internal void floating).
• Thick bottom slabs on prestressed concrete U-beams and box beams (excessive
dead load).
• Low strength concrete
NCRs handled by CSTM&P, Precast Concrete Fabrication Branch, Austin
Headquarters
• Horizontal misalignment - Coordinate with prime contractor and District
personnel.
• Minor honeycombed/spalled concrete with exposed reinforcing and prestressing
steel.
• Damage over traffic lanes requiring concrete repair material (not allowed).
• Dimensional problems - length, vertical batter, horizontal skew, overall depth,
etc.
• Minor beam modification - drilling anchor holes, cutting up to 6 inches off beam
ends. (Coordinated with prime contractor and District personnel)
• Concrete damage in the bearing area of beams - shifting bearing pad away from
beam end to reduce amount of bearing area affected by damage. (Coordinated
with prime contractor and District personnel)
• Concrete temperature and/or curing violations.
NCRs handled by TxDOT plant inspectors (In-House Repair)
Honeycombed/spalled concrete not extending beyond the first plane of
reinforcing steel and not over traffic lanes.
•
Damage to prestressed bridge deck panels.
Damage to non-prestressed products.
TEXAS DEPARTMENT OF TRANSPORTATION
SH 130 SEGMENTS 5 AND 6
EXHIBIT 26
Page 7 of 12
APPENDIX 1
FACILITY CONCESSION AGREEMENT
EX 26 - TERMS OF TXDOT MATERIAL
INSPECTION AND TESTING SERVICES


=== PDF PAGE 10 ===
Work Request
Ms. Becky Jares
TxDOT - Construction Division
Materials & Pavements Section
125 East 11th Street
Austin, Texas 78701-2483
Re:
SH 130 Segments 5 and 6
Project Limits: from SH 45SE/SH 130 interchange in Travis County to IH 10 in
Guadalupe County
CSJ No. 3583-02-003
WORK REQUEST
Dear Ms Jares,
We are requesting fabrication inspection of the following materials:
Developer provided specification number
Railing PR1 (150 LF)
The fabricator:
Company Name
3502 Pinemont
City, Tx 78123
Contact Person: David Schwitzer (off-713-957-5555)(fax - 713-957-
4444)
The date of the inspection:
Developer insert requested inspection date
Additional inspection information or request:
If you have any questions concerning this matter, please feel free to call me at (Developer insert
office phone number).
Sincerely,
Developer Quality Manager
CC:
Developer to provide pdf of necessaty design files
TEXAS DEPARTMENT OF TRANSPORTATION
SH 130 SEGMENTS 5 AND 6
EXHIBIT 26
Page 8 of 12
APPENDIX 2
FACILITY CONCESSION AGREEMENT
EX 26 - TERMS OF TXDOT MATERIAL
INSPECTION AND TESTING SERVICES


=== PDF PAGE 11 ===
Branch: Asphalt
Material
Asphalt
Asphalt
Asphalt
Asphalt (PG)
Bituminous Adhesive for Pavement Markers
Bituminous Adhesive for Pavement Markers
Class 4, 5, & 7 Low Modulus Silicone/Polyurethane
Sealant
Class 4, 5, & 7 Low Modulus Silicone/Polyurethane
Sealant
Class 8 Low Modulus, Self Leveling, Concrete Only
Class 8 Low Modulus, Self Leveling, Concrete Only
Branch: Chemical Unit
Material
Fabric Joint Underseal
Filter Fabric
Lime
Lime - Type B
Quick Lime
Silt Fence
Traffic Marker Adhesive (Type II)
Branch: Coatings and Traffic Materials
Material
Delineator and Object Markers
Flexible Delineator Posts
Glass Traffic Beads
Liquid Membrane Forming Compound for Curing
Concrete
Pavement Markers
Pavement Marking Tape
Retroreflective Prefabricated Pavement Marking
Material
Thermoplastic Pavement Marking Material
Traffic Paint
Branch: Flexible Pavements
Material
Bulk Specific Gravity of Molded Specimen (set of 3)
Coverstone
TxDOT Inspection & Testing Rates Table
Units
Gallon
Test
Ton
Test
Test
LB
Test
Pound
Pound
Test
Current Rate
$
0.00400
$
100.00000
$
1.00000
$
200.00000
$
250.00000
$
0.01400
$
$
$
$
625.00000
0.01900
0.01900
625.00000
Units
Test
Test
Test
Test
Test
Test
Test
Current Rate
$
$
$
125.00000
275.00000
125.00000
200.00000
$
$
$
175.00000
250.00000
500.00000
Units
Test
Test
Test
Test
Test
Roll
Test
Test
Test
Current Rate
$
$
$
100.00000
100.00000
150.00000
$
$
$
250.00000
250.00000
0.75000
$
$
100.00000
250.00000
100.00000
Units
Test
Ton
Current Rate
$
$
40.00000
0.63000
QA
Process
QM
QM
QM
QM
MPL
MPL
MPL
MPL
MPL
MPL
QA
Process
MPL
MPL
QM
QM
QM
MPL
QM
QA
Process
MPL
QM. WA
QM, WA
QM, WA
MPL
MPL
QM, WA
QM, WA
QA
Process
MPL, PJT
TEXAS DEPARTMENT OF TRANSPORTATION
SH 130 SEGMENTS 5 AND 6
EXHIBIT 26
Page 9 of 12
APPENDIX 3
FACILITY CONCESSION AGREEMENT
EX 26 - TERMS OF TXDOT MATERIAL
INSPECTION AND TESTING SERVICES


=== PDF PAGE 12 ===
Moisture Content
Molding (set of 3)
Pre-Coated Coverstone
Pre-Mix
Sieve Analysis
Synthetic Aggregates
Theoretical Maximum Specific Gravity
Branch: Geotechnical Soils & Aggregates
Material
Coarse Aggregate Analysis
Concrete Aggregates
Decantation
Deleterious Materials
Fine Aggregate Analysis
Flakiness Index
Freeze-Thaw
Los Angeles Abrasion
Natural Aggregates
Organic Impurities
Pressure Slaking
Resistivity of Soils
Sand Equivalent Value
Screen Analysis
Sail Constants
Soil Permeability
Soil pH
Soundness
Specific Gravity
Triaxial, Consolidated - Undrained
Triaxial, Unconsolidated - Undrained
Unit Weight
Wet Ball Mill
Branch: Rigid Pavements & Concrete
Material
Cement, Type I, I-A, II, and Ill
Compression Test
Concrete Admixture
Fly Ash
Low-Relaxation Strand
Multi-Piece Tie Bar
Branch: Soils & Aggregates
Material
TEXAS DEPARTMENT OF TRANSPORTATION
EXHIBIT 26
SH 130 SEGMENTS 5 AND 6
Page 10 of 12
APPENDIX 3
Test
Test
Ton
Ton
Test
Cubic Yd.
Test
Units
Test
Cubic Yd.
Test
Test
Test
Test
Test
Test
Cubic Yd
Test
Test
Test
Test
Test
Test
Test
Test
Test
Test
Test
Test
Test
Test
Units
Barrel
Test
Test
Test
Test
Test
Units
$
$
$
$
$
$
25.00000
41.00000
0.63000
0.63000
19.00000
0.19000
45.00000
MPL, PJT
QM, PJT
QM
QA
Process
QM
Current Rate
$
56.00000
$
0.05000
$ 25.00000
$
25.00000
$
50.00000
$
38.00000
$
94.00000
$
44.00000
$
0.01900
$
20.00000
$
63.00000
$
69.00000
$
28.00000
31.00000
$
$
$
$
$
$
125.00000
94.00000
63.00000
75.00000
33.00000
375.00000
44.00000
$
$
25.00000
23.00000
Current Rate
0.06000
34.00000
$
$
$
$
125.00000
250.00000
64.00000
15.00000
Current Rate
QA
Process
MPL
MPL
MPL
MPL
QA
Process
FACILITY CONCESSION AGREEMENT
EX 26 - TERMS OF TXDOT MATERIAL
INSPECTION AND TESTING SERVICES


=== PDF PAGE 13 ===
LTriaxial, Tex-117-E
Branch: Structural
Material
Anchor Bolts-Bearings, Sign, Illuminated, Etc.
Anchor Bolts-Railing
Bridge Protective Angle
Bridge Protective Assembly
Bridge Protective Bracket
Concrete Box Culverts
Disc/Pot Bearing
Double Wal Panel
Double Wal Parapet
Elastomeric Bearings (Laminated)
Elastomeric Bearings (Plain)
Elastomeric Bearings (Sliding)
Elastomeric Laminated Bearing Assembly
Galvanized Pipe Sign Post
High Mast Illumination Assembly Ring
High Mast Illumination Poles
Mast Arms
MBGF Steel Line Post
Misc. Structural Steel
Post-Aluminum
Post-Steel
Precast Concrete Arch Unit
Precast Concrete Coping
Precast Concrete Traffic Barrier
Precast Headwalls
Precast Wall Panels
Precast Manholes and Inlets
Prestressed Concrete Box Beams
Prestressed Concrete Panels
Prestressed Concrete Piling
Prestressed Concrete Sheet Piling
Prestressed Concrete Tee, Slab, & I-Beams
Prestressed Concrete Trap. Beams
Prestressed Concrete U-Beams
Railing
Reinforced Concrete Pipe
Reinforcing Steel (Plain or Epoxy Coated)
Roadway Illumination Poles
Segmental Prestressed Units
Sign Support Bridges
Sign Walkway
Signs
Structural Steel Bridge Girders
Test
Units
Each
Each
Each
Each
Each
Linear Ft.
Each
Sq. Ft
Sq. Ft
Each
Each
Each
Each
Linear Ft.
Each
Each
Each
Each
Pound
Each
Each
Linear Ft
Linear Ft
Linear Ft.
Each
Sq.Ft.
Each
Linear Ft.
Sq. Ft.
Linear Ft.
Sq. Ft.
Linear Ft.
Linear Ft.
Linear Ft.
Linear Ft.
Linear Ft.
Pound
Each
Linear Ft.
Linear Ft.
Linear Ft.
Sq. Ft.
Pound
Current Rate
$
$
1.20000
0.50000
19.00000
$
$
$
$
$
$
$
$
$
$
$
$
$
19.00000
13.00000
0.56000
100.00000
0.38000
0.19000
2.50000
1.88000
25.00000
10.00000
0.31000
56.00000
188.00000
1.38000
$
$
1.13000
0.02500
1.56000
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1.13000
5.00000
1.75000
0.10000
25.00000
0.31000
0.50000
3.13000
0.13000
0.88000
0.50000
1.31000
4.50000
4.50000
0.21000
0.20000
0.00110
19.00000
88.00000
2.50000
0.69000
0.31000
0.02000
QA
Process
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
MPL
STR
STR
MPL
STR
STR
STR
STR
STR
STR
STR
STR
STR
MPL
STR
STR
STR
STR
STR
STR
TEXAS DEPARTMENT OF TRANSPORTATION
SH 130 SEGMENTS 5 AND 6
EXH1BIT 26
Page 11 of 12
APPENDIX 3
FACILITY CONCESSION AGREEMENT
EX 26 - TERMS OF TXDOT MATERIAL
INSPECTION AND TESTING SERVICES


=== PDF PAGE 14 ===
| T-6 Rail Steel Line Post
T-6 Rail Tube
Terminal Anchor Posts
Transformer Bases for Roadway Illuminated Poles
Treated Block Outs (Guard Rail)
Treated Lumber
Treated Piling
Treated Posts (Guard Rail)
Each
Linear Ft.
Each
Each
Each
1000 Board
Ft.
Linear Ft.
Each
$
$
$
$
$
$
$
1.13000
0.38000
1.25000
5.00000
0.21000
21.50000
0.11500
0.75000
STR
STR
STR
STR
MPL
MPL
MPL
MPL
QA Process
QM-Quality Monitoring Program. Materials in Program send directly to projects. Materials supplied
with documentation of program compllance.
MPL - Material maintained on approved list (Material Producer List) no additional testing necessary
unless directed by Engineer.
WA - Warehouse Agreements to stock Pre-Tested
materials
PJT - Approve on the basis of project samples
STR - Structural Group Inspected and Test
Reported
TEXAS DEPARTMENT OF TRANSPORTATION
SH 130 SEGMENTS 5 AND 6
EXHIBIT 26
Page 12 of 12
APPENDIX 3
FACILITY CONCESSION AGREEMENT
EX 26 - TERMS OF TXDOT MATERIAL
INSPECTION AND TESTING SERVICES
