EXHIBIT 10.21
AGREEMENT
THIS AGREEMENT is made and entered into as of the 21st day of January, 2005 (the
"Effective Date") by and between UNION PACIFIC RAILROAD COMPANY, a Delaware
corporation ("UP"), and CXT INCORPORATED, a Delaware corporation ("CXT").
WHEREAS, UP wishes to purchase various types of concrete ties from CXT and CXT
wishes to sell such concrete ties to UP.
NOW, THEREFORE, for and in consideration of the recitation set forth above and
the terms and provisions herein contained, the Parties do hereby contract,
covenant and agree as follows:
SECTION 1
DEFINITIONS
Unless some other meaning and intent is apparent from the context, the singular
form as used herein shall include the plural and vice versa; masculine,
feminine, and neuter words shall be used interchangeably; and the following
terms, when used in this Agreement, shall have the following meanings:
Section 1.1: Agreement. Wherever reference is made herein to this "Agreement" or
any section hereof, such reference shall mean this Agreement.
Section 1.2: Concrete Tie Car. "Concrete Tie Car" shall mean a rail car which is
a X-000, XXX-000 or a bulkhead flat car, in each case configured to readily
accept concrete ties in twenty-one (21) tie groupings.
Section 1.3: Environmental Laws. "Environmental Laws" shall mean and include any
federal, state or local statute, law, rule, regulation, ordinance, code, policy,
rule of common law, judicial order, administrative order, consent decree, or
judgment now or hereafter in effect, in each case, as has been amended from time
to time, relating to the environment, health or safety, including the National
Environmental Policy Act (42 U.S.C. Sec. 4321 et seq.), the Comprehensive
Environmental Response, Compensation and Liability Act of 1980 (42 U.S.C. Sec.
9601 et seq.), as amended by the Superfund Amendments and Reauthorization Act of
1986, the Resource Conservation and Recovery Act (42 U.S.C. Sec. 6901 et seq.),
as amended by the Hazardous and Solid Waste Amendments of 1984, the Hazardous
Materials Transportation Act (49 U.S.C. Sec. 1801 et seq.), the Toxic Substances
Control Act (15 U.S.C. Sec. 2601 et seq.), the Clean Water Act (33 U.S.C. Sec.
1321 et seq.), the Clean Air Act (42 U.S.C. Sec. 7401 et seq.), the Occupational
Safety and Health Act (29 U.S.C. Sec. 651 et seq.), the Federal Water Pollution
Control Act (33 U.S.C. Sec. 1251 et seq.), the Safe Drinking Water Act (42
U.S.C. Sec. 3808 et seq.), and any similar federal, state or local laws,
ordinances or regulations implementing such laws.
Section 1.3: GI Plant. "GI Plant" shall mean the manufacturing facility of CXT
located in Grand Island, NE.
Section 1.4: Governmental Entity. "Governmental Entity" shall mean and include
the States of
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Arizona and Nebraska, the Counties of Pima, Arizona, and Hall, Nebraska, the
City of Tucson and the City of Grand Island, the United States Environmental
Protection Agency, the United States Department of Labor, the United States
Department of Transportation, any successors thereto, or any other federal,
state or local governmental agency now or hereafter regulating substances and
materials in the environment located at or adjacent to the Property.
Section 1.5: Hazardous Materials. "Hazardous Materials" shall mean and include:
(a) any solid, gaseous or liquid wastes (including hazardous wastes),
hazardous air pollutants, hazardous substances, hazardous materials,
regulated substances, restricted hazardous wastes, hazardous chemical
substances, mixtures, toxic substances, pollutants or contaminants or
terms of similar import, as such terms are defined in any
Environmental Law and as such definition may change from time to time;
(b) any substance or material which now or in the future is known to
constitute a threat to health, safety, property or the environment or
which has been or is in the future determined by any Governmental
Entity to be capable of posing a risk of injury to health, safety,
property or the environment or exposure to which is prohibited,
limited or regulated by any Environmental Law or Governmental Entity,
including all of those materials, wastes and substances designated now
or in the future as hazardous or toxic by any Governmental Entity; and
(c) any petroleum or petroleum products or by-products, radioactive
materials, asbestos, whether friable or non-friable, urea formaldehyde
foam insulation, polychlorinated biphenyls, or radon gas.
Section 1.6: Including. "Including" shall be deemed to mean "including, without
limitation".
Section 1.7: Legal Action. "Legal Action" shall include any proceeding in any
court of general, limited or appellate jurisdiction, including any proceeding in
the bankruptcy courts of the United States, any action affecting creditor's
rights generally, any declaratory judgment proceeding, any action at law or suit
in equity, and any appeal; and shall also include any arbitration proceeding.
Section 1.8: Legal Expenses. "Legal Expenses" shall include: (a) all reasonable
fees incurred by a Party for services rendered to such Party by an attorney; (b)
all other reasonable expenses incurred by a Party relating to services rendered
to such Party by an attorney; and (c) without limiting the generality of the
foregoing, if any Legal Action is commenced between the Parties, said term shall
include all reasonable costs (such as filing fees, court reporters' fees, expert
witness fees, and similar out-of-pocket expenses) associated with prosecution or
defense thereof, including any related discovery proceedings.
Section 1.9: New Technology. "New Technology" shall mean the Grimbergen long
line concrete tie technology or a substantial equivalent thereto.
Section 1.10: Parties. "Parties" shall mean UP and CXT, jointly, and the term
"Party" shall mean either one of the Parties.
Section 1.11: Plants. "Plants" shall mean the GI Plant and the Tucson Plant and
the term "Plant" shall mean either of the Plants.
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Section 1.12: Produced. "Produced" and "Production" with reference to Ties shall
mean that such Ties (a) have been manufactured by CXT and completely assembled
with all fastening components installed (if required); (b) have been inspected
and approved as to quality by CXT, including, without limitation, compliance
with the Specifications (as such term is defined in Section 1.17, below); and
(c) have met, if applicable, twenty-eight (28)-day compressive strength
requirements.
Section 1.13: Producer Price Indices; PPI. "Producer Price Indices" or "PPI"
shall mean the Producer Price Indices published by the United States Department
of Labor, Bureau of Labor Statistics. If any of the Producer Price Indices
referred to in Section 2 (or successors established pursuant to this Section
1.13) are discontinued, such other governmental index or computation, as
mutually agreed (such agreement shall not be unreasonably withheld by either
Party), shall be used as may be reasonable in order to obtain substantially the
same result as if it had not been discontinued.
Section 1.14: Program Year. "Program Year" shall mean each twelve (12) month
period beginning on January 1 and ending on December 31 during the term of this
Agreement. The first Program Year shall begin on January 1, 2005, and end on
December 31, 2005.
Section 1.15: Property. "Property" shall collectively mean all or any portion of
the real property located in the City of Grand Island, Hall County, Nebraska,
and City of Tucson, Pima County, Arizona, more particularly described in Exhibit
A attached to this Agreement and incorporated herein by this reference for all
purposes, together with all improvements and fixtures located thereon, all
property used in or connected with the operation of the business located
thereon, and the soil, ground water, surface water and air located at such real
property.
Section 1.16: Related Agreements. "Related Agreements" shall mean the Leases of
Industrial Property and the Industry Track Agreements entered into between the
Parties, pursuant to which (a) CXT is leasing or will lease real estate from UP
for the GI Plant and the Tucson Plant, (b) UP will use CXT track at the
respective Plants, and (c) agreements for additional services between either or
both of the Parties and any third party (e.g., the agreement proposed among CXT,
UP and the Wood Tie Re-hab Contractor). The terms of this Agreement shall
prevail over any conflicting terms in any of the Related Agreements.
Section 1.17: Standard Ties. "Standard Ties" shall mean prestressed,
pretensioned, concrete ties, with scalloped sides, manufactured by CXT, which
comply with the UP Specifications, dated September 2003, attached hereto as
Exhibit B (the "Specifications"), as revised from time to time by UP's Methods
and Research Department.
Section 1.18: Special Ties. "Special Ties" shall mean any prestressed,
pretensioned, concrete ties which may be included in this Transaction and which
are not Standard Ties.
Section 1.19: Ties. "Ties" shall mean any Standard Ties and Special Ties sold by
CXT to UP under this Agreement.
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Section 1.20: Transaction. "Transaction" shall mean the sale of Ties by CXT to
UP pursuant to this Agreement.
Section 1.21: Tucson Plant. "Tucson Plant" shall mean the manufacturing facility
of CXT located in Tucson, AZ.
Section 1.22: UP Material Manager - Ties. "UP Material Manager - Ties" shall
mean the person appointed as the Material Manager - Ties of UP.
Section 1.23: UP Representative. "UP Representative" shall mean any person who
is appointed by UP as its representative at either of the Plants.
Section 1.24: Wood Tie Re-hab Contractor. "Wood Tie Re-hab Contractor" shall
mean a sub-contractor chosen by UP to perform the re-habilitation of wood ties
returned to either of the Plants by UP on Concrete Tie Cars.
SECTION 2
TRANSACTION
Section 2.1 Transaction. CXT agrees to sell to UP, and UP agrees to purchase
from CXT, Ties upon the terms and conditions set forth herein. CXT shall have
the right to manufacture concrete railroad ties and other products at the Plants
for sale to third parties; provided, however that: (a) such manufacturing shall
not interfere with CXT manufacturing Ties reasonably required by UP pursuant to
the Annual Estimates (as such term is defined in Section 2.3, below); and (b)
should CXT sell concrete ties manufactured at either Plant, substantially
similar to any Tie (excluding shoulders and fastening systems), to any third
party for a total price (including all rebates, discounts, service charges,
etc.) which is less (the "Lesser Third Party Price") than the Purchase Prices
(as such term is defined in Section 2.4, below) then payable by UP to CXT for
Ties purchased at an annual rate of 300,000 Ties Produced from the applicable
Plant, then (x) the Standard Tie Prices and/or Special Tie Prices (as such terms
are defined in Section 2.4, below), as applicable, shall be reduced to the
Lesser Third Party Price during the period of the effectiveness of such Lesser
Third Party Price and (y) the ties produced for such third parties shall count
toward the applicable per Plant Annual Minimum (as such term is defined in
Section 2.3, below).
Section 2.2 Term; Termination. Unless earlier terminated as provided herein,
including, without limitation, below in this Section 2.2 as to either or both of
the Plants, the initial term of this Agreement (the "Initial Term") shall
commence on the Effective Date and (a) continue through December 31, 2012 for
the Tucson Plant, and (b) continue through December 31, 2009 for the GI Plant;
provided, however, that the term of this Agreement for either or both Plants may
be extended for successive two (2) year periods (each an "Extension") by UP if
UP provides CXT with written notice of such extension (the "Extension Notice")
at least 180 days prior to the expiration of the Initial Term, or the then
current Extension, for such Plant(s) and CXT accepts or fails to reject the
Extension Notice within thirty (30) days of its receipt thereof.
In the event either Party breaches any term or provision of this Agreement and
such breach has a material adverse impact on the other Party and frustrates the
fundamental purpose of this
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Agreement (a "Material Breach") (a) the non-breaching Party shall furnish
written notification to the other specifying the nature of the Material Breach,
(b) the breaching Party shall have ninety (90) days following its receipt of
such notification (the "Initial Material Breach Cure Period"), or, in the case
of a Material Breach that cannot reasonably be cured within the Initial Material
Breach Cure Period, such longer period of time, up to a maximum period of 180
days following its receipt of such notification, as may be required to cure such
breach as long as the breaching Party commences a cure during the Initial
Material Breach Cure Period and works diligently thereafter towards completing
such cure (the "Extended Material Breach Cure Period") (the Initial Material
Breach Cure Period and any Extended Material Breach Cure Period are referred to
collectively hereinafter as the "Material Breach Cure Period"), and (c) if the
breaching Party fails to cure the Material Breach within the Material Breach
Cure Period the non-breaching Party, at its option, may forthwith terminate this
Agreement.
Notwithstanding the foregoing paragraph or any other provision of this
Agreement, UP shall have the right to immediately terminate this Agreement on
sixty (60) days' prior written notice if CXT becomes insolvent, has a receiver
appointed to manage it, makes an assignment for the benefit of its creditors, or
if a petition in bankruptcy is filed with respect to CXT that is not dismissed
within sixty (60) days.
In the event either Party breaches any term or provision of this Agreement and
such breach does not rise to the level of a Material Breach (a) the
non-breaching Party shall furnish written notification to the other specifying
the nature of the breach, and (b) the breaching Party shall have thirty (30)
days to cure such breach or, if the breach is one which could not reasonably be
cured within such thirty (30) day period, such longer period of time as is
necessary so long as the breaching party commences a cure and continues to work
diligently towards curing the breach.
During the Material Breach Cure Period applicable to a Material Breach that
prevents the Production of Ties in the amount agreed under this Agreement, UP
may, in a manner consistent with its obligation to mitigate damages and as its
exclusive remedy for such failure to Produce, purchase ties from a third
party(ies) to replace such lost quantities in any amount not exceeding the
lesser of its then current needs, as reasonably determined by UP, or the amount
CXT was obligated to have Produced (the "Cover Ties") and (i) the Cover Ties
shall count towards the applicable Per Plant Annual Minimum(s) (as such term is
defined in Section 2.3, below) and (ii) CXT shall reimburse UP the amount, if
any, by which the cost to UP of the Cover Ties purchased during such Material
Breach Cure Period exceeds the cost of the Ties that the Cover Ties replaced
(the "Cover Tie Cost Differential").
A waiver by the non-breaching Party of any breach by the breaching Party shall
not impair the right of the non-breaching Party to avail itself of any
subsequent breach hereof.
Section 2.3 Minimum Quantity; Annual Estimates; Additional Quantities. CXT shall
Produce and sell to UP, and UP shall purchase from CXT, a minimum of 100,000
Ties per Program Year at each Plant (the "Per Plant Annual Minimum"); provided,
however, that the Per Plant Annual Minimum applicable to the Tucson Plant will
be prorated for 2005 based upon the date of the Tucson Start Date (as such term
is defined below in this Section 2.3), with the Purchase Prices for Ties
Produced at the Tucson Plant purchased during 2005 based on the annualized
amount. If CXT fails to Produce the Per Plant Annual Minimum, as prorated in the
case of 2005, as to either Plant, UP may, in a manner consistent with its
obligation to mitigate damages and as its exclusive remedy for such failure to
Produce, purchase Cover Ties in any amount not exceeding
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the lesser of its actual then current needs, as reasonably determined by UP, or
the amount CXT was obligated to have Produced for such year, and (a) shall be
reimbursed by CXT for the Cover Tie Cost Differential related to such purchases,
and (b) such Cover Ties shall count toward the applicable per Plant Annual
Minimum; provided, however, there shall be no reimbursement of the Cover Tie
Cost Differential unless UP has complied with the provisions of Section 2.6,
below, as they relate to the delivery of purchase orders for the period of such
Cover Tie purchases. On or before December 1 of each year during the term of
this Agreement UP will provide CXT a non-binding estimate (the "Annual
Estimate") of the number of Ties it estimates it will purchase during the next
following Program Year from CXT Produced at each Plant. The Annual Estimate, in
conjunction with the PPI Adjustment (as such term is defined in Section 2.4(f),
below), will be used to set the purchase price for Standard Ties Produced during
such Program Year. Any necessary adjustments (credits or debits) to the Purchase
Prices (as such term is defined in Section 2.4, below) resulting from the number
of Ties actually purchased by UP from CXT will be made prior to the thirtieth
(30th) day following the conclusion of each Program Year; provided, however,
that if during the course of a calendar year UP estimates that its purchases of
Ties from either Plant will vary from the Annual Estimate applicable to such
Plant in an amount that will result in an adjustment to the Purchase Prices,
either party may request that such adjustment in the Purchase Prices applicable
to Ties Produced at such Plant be implemented during the subsequent quarter(s),
if any, in the same calendar year.
CXT agrees that the Tucson Plant will be operational and manufacturing Ties
within ten (10) months following the Effective Date (i.e., on or before November
21, 2005, as and if extended as provided below) (the "Tucson Start Date");
provided, however, that the Tucson Start Date shall be extended to the extent
delays occur due to factors that UP determines are beyond the reasonable control
of CXT (e.g., without limitation, an event of force majeure affecting CXT, the
discovery or appearance of an environmental condition at the Tucson Plant
predating the Effective Date that delays CXT's operations, a delay in any
necessary permitting process not occasioned by the unreasonable act or omission
of CXT, any delay in the delivery of New Technology equipment not occasioned by
the unreasonable act or omission of CXT), which determination shall not be
unreasonably withheld; and provided further that CXT shall have a maximum of
sixty (60) days following the Tucson Start Date to attain full production
capacity at the Tucson Plant. To achieve the Tucson Start Date within the
timeframe set forth in this paragraph, CXT further agrees to use and follow best
practices project management techniques, including, without limitation,
undertaking concurrently individual tasks required for the completion thereof.
In addition, attached to this Agreement as Exhibit C is a detailed construction
schedule for the Tucson Plant mutually agreed upon by the parties (the "Tucson
Plant Construction Schedule"). Every two (2) weeks during construction of the
Tucson Plant CXT will submit to UP reports on the progress of the construction
of the Tucson Plant relative to the Tucson Plant Construction Schedule. If any
failure by CXT to comply with this paragraph results in its Production of Ties
in an amount less than that required by this Agreement (which shall be the
prorated Annual Minimum as to 2005), UP may, in a manner consistent with its
obligation to mitigate damages and as its exclusive remedy for such failure to
Produce, purchase Cover Ties in an amount equal to the lesser of its actual then
current needs, as reasonably determined by UP, or the amount CXT was obligated
to have Produced, and (a) shall be reimbursed by CXT for the Cover Tie Cost
Differential related to such purchases, and (b) such Cover Ties shall count
toward the applicable per Plant Annual Minimum; provided, however, there shall
be no reimbursement of the Cover Tie Cost Differential unless UP has complied
with the provisions of Section 2.6, below, as they relate to the delivery of
purchase orders for the
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period of such Cover Tie purchases.
The Tucson Plant will be sized to Produce approximately 400,000 Ties per year
(33,333 Ties per month), on four production lines, assuming 350 days per year of
production. CXT may expand this Production to approximately 500,000 Ties per
year (41,667 Ties per month) by adding a fifth production line, if UP and CXT
agree upon an arrangement for UP's long term commitment to purchase quantities
of Ties Produced at the Tucson Plant in addition to the Per Plant Annual
Minimum. CXT will utilize New Technology in the Tucson Plant.
CXT agrees (a) to commence site preparation in 2004 and complete track projects
at the GI Plant, including, without limitation, preparation work for the site at
which wood ties are to be unloaded, within six (6) months following the
Effective Date (i.e., by July 21, 2005, as and if extended as provided below),
(b) the New Technology shall be installed at the GI Plant prior to its
installation at the Tucson Plant, and (c) to finalize installation of the New
Technology at the GI Plant within eight (8) months following the Effective Date
(i.e., by September 21, 2005,) (the "GI Start Date"); provided, however, that
the GI Start Date shall be extended to the extent delays occur due to factors
that UP determines are beyond the reasonable control of CXT (e.g., without
limitation, an event of force majeure affecting CXT, the discovery or appearance
of an environmental condition at the GI Plant predating the Effective Date that
delays CXT's operations, a delay in any necessary permitting process not
occasioned by the unreasonable act or omission of CXT, any delay in delivery of
New Technology equipment not occasioned by the unreasonable act or omission of
CXT), which determination shall not be unreasonably withheld; and provided
further that CXT shall have a maximum of sixty (60) days following the GI Start
Date to attain full production capacity at the GI Plant. To achieve the GI Start
Date within the timeframe set forth in this paragraph, CXT further agrees to use
and follow best practices project management techniques, including, without
limitation, undertaking concurrently individual tasks required for the
completion thereof. In addition, attached to this Agreement as Exhibit D is a
detailed construction schedule for the GI Plant mutually agreed upon by the
parties (the "GI Plant Construction Schedule"). Every two (2) weeks during
construction of the GI Plant CXT will submit to UP reports on the progress of
the construction of the GI Plant relative to the GI Plant Construction Schedule.
If any failure by CXT to comply with this paragraph results in its Production of
Ties in an amount less than that required by this Agreement, UP may, in a manner
consistent with its obligation to mitigate damages and as its exclusive remedy
for such failure to Produce, purchase Cover Ties in an amount equal to the
lesser of its actual then current needs, as reasonably determined by UP, or the
amount CXT was obligated to have Produced, and (a) shall be reimbursed by CXT
for the Cover Tie Cost Differential related to such purchases, and (b) such
Cover Ties shall count toward the applicable per Plant Annual Minimum; provided,
however, there shall be no reimbursement of the Cover Tie Cost Differential
unless UP has complied with the provisions of Section 2.6, below, as they relate
to the delivery of purchase orders for the period of such Cover Tie purchases.
The updated GI Plant will be sized to Produce approximately 375,000 Ties per
year (31,250 Ties per month), on three production lines, assuming 350 days per
year of production. CXT may expand this Production to approximately 500,000 Ties
per year (41,667 Ties per month) by adding a fourth line, if UP and CXT reach
agreement upon UP's purchase of quantities of Ties
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Produced at the GI Plant in addition to the GI Plant Per Plan Annual Minimum.
Prior to the shutdown of the GI Plant for installation of the New Technology,
CXT will Produce Ties at the GI Plant at a rate of 24,000 Ties per month. To
provide a "seamless" supply of Ties to UP notwithstanding (x) the fact that the
New Technology may not be at full capacity at the GI Plant until ten (10)
months, subject to extension as provided above, following the Effective Date
(i.e., November 21, 2005, subject to extension), and (y) that it is anticipated
that the GI Plant will be shut down for approximately two (2) months during the
installation of the New Technology and during the period January 1, 2005 through
May 31, 2005, CXT will Produce 48,000 Ties at CXT's plant in Spokane, WA (the
"Spokane Plant") and ship such Ties to UP fob the GI Plant at the GI Purchase
Price. CXT may supply a portion of such Ties from the GI Plant, in excess of
CXT's Production commitment of 24, 000 Ties per month at the GI Plant prior to
the GI Plant shutdown. UP shall have no responsibility under this Agreement for
loss of or damage to Ties during transit from the Spokane Plant to the GI Plant
as described above in this Section 2.3.
Section 2.4 Purchase Prices. The purchase prices for the Standard Ties (503-1732
ties with AirBoss 2001 shoulders) are set forth below by Plant (the "GI Standard
Tie Prices" and the "Tucson Standard Tie Prices," respectively, and,
collectively, the "Standard Tie Prices"). Prices for new designs of Standard
Ties (for example, new fastening system or new design requirements) must be
mutually agreed upon by the Parties. The initial (i.e., 2004) Purchase Price for
2005 Safelok III - UP Item #503-1736 - is that amount equal to the Standard Tie
Price less the cost of AirBoss 2001 shoulders, with UP providing the shoulders
to CXT, FOB Plant, free of charge, provided that UP has proper advance
notification of which CXT Plant will be producing the ties. The Producer Price
Index will be applied to it and to other Purchase Prices beginning January 1,
2005, as provided in Subsection 2.4(f), below. The purchase prices for Special
Ties are set forth in Exhibit E (the "Special Tie Prices") (the Standard Tie
Prices and the Special Tie Prices are referred to hereinafter collectively as
the "Purchase Prices"). The Purchase Prices are FOB the respective Plant. The
Purchase Prices do not, however, include on-line transportation costs for
Produced Ties (as opposed to materials and components used in the production of
Ties and as opposed to the Safelok III Ties to be produced in 2005 by the
Spokane Plant to "seamlessly" cover the anticipated Grand Island production
shortage during the installation of New Technology as described in Section 2.3,
above), it being understood and agreed between the Parties that UP shall be
solely responsible for the transportation of the Ties to project job sites. The
Purchase Prices are subject to reduction in accordance with the provisions of
Subsection 2.8, below. In addition to the specified Purchase Prices, UP shall be
responsible for and pay all applicable federal, state, and local taxes thereon,
except taxes based upon CXT's gross income. The charges for additional services
for Standard Ties (the "Additional Services") are set forth below.
(a) GI Standard Tie Prices: The GI Standard Tie Prices for Ties Produced at the
GI Plant during 2005 are the amounts set forth, adjusted pursuant to
Section 2.4(f), below:
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500,000+
100,000 (minimum)- 200,000-249,999 250,000-299,999 300,000-349,999 350,000-399,999 400,000-499,999 Ties
199,999 Ties Produced Ties Ties Ties Ties Ties Produced
per Year Produced per Year Produced per Year Produced per Year Produced per Year Produced per Year per Year
--------------------- ----------------- ----------------- ----------------- ----------------- ----------------- --------
* * * * * * *
(b) Tucson Standard Tie Prices: The Tucson Standard Tie Prices for Ties
Produced at the Tucson Plant during 2005 are the amounts set forth below,
adjusted pursuant to Section 2.4(f), below:
100,000 (minimum)-199,999 200,000-299,999 Ties 300,000-399,999 Ties 400,000-499,999 Ties 500,000+Ties
Ties Produced per Year Produced per Year Produced per Year Produced per Year Produced per Year
------------------------- -------------------- -------------------- -------------------- -----------------
* * * * *
(c) Charges for Additional Services (Loading, Fastening Component, Fastening
Component Handling). The per Tie charges for Additional Services (the
"Additional Services Charges") performed during 2005 at either Plant are
the amounts set forth below, adjusted pursuant to Section 2.4(f), below:
Fastening Component Installation (pads, clips, and insulators) *
Fastening Component Handling (if purchased by UPRR) *
Loading of CXT Ties onto UPRR supplied Concrete Tie Cars *
UP will provide all necessary fastening components to CXT, FOB Plant, free
of charge. UP will purchase all fastening components (including shoulders,
if applicable) on a schedule that will not adversely impact CXT's
Production of Ties. CXT will be responsible for providing material releases
in a manner that ensures an adequate inventory for CXT Production.
(d) Storage at GI and Tucson Plants. CXT will not charge UP for storage of Ties
or re-hab wood ties at the Plants.
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* Indicates the location of confidential data which has been omitted and
filed separately with the Securities and Exchange Commission.
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(e) Dunnage. CXT will provide dunnage (as specified by UP) for which UP is
otherwise responsible under the provisions set forth below. If CXT provides
dunnage, UP will reimburse CXT for CXT's actual incremental cost thereof.
All invoices for such dunnage (1) shall reflect all items or factors that
affect the total cost, including, but not limited to, discounts, rebates,
and freight costs, and (2) shall be documented, presented and paid
following the same schedule as that established for the payment of the
Purchase Prices and the Additional Services Charges in Section 2.5, below.
(f) Adjustment of Purchase Prices and Additional Service Charges. Beginning
January 1, 2005, and on each January 1 during the term thereafter, the
Purchase Prices and the Additional Service Charges will be adjusted
(increased or decreased) by multiplying those then in effect by an
adjustment factor (the "Annual Adjustment Factor") equal to the annual
percentage change in the specified Producer Price Indices, measured to the
November preceding the January 1 adjustment date from the preceding
November, according to the following formula:
1+[0.30(PPI-Steel-WPU1017)+0.35(0.50(PPI-Cement-WPU1322)+0.35(0.50(PPI
- Aggregates-WPU1321)
Exhibit F sets forth a further description of the Annual Adjustment Factor
and provides a hypothetical example of its application.
If information required for computation of the Annual Adjustment Factor is
not available on or before any January 1, prices in effect during the prior
Program Year shall be paid until such information is available. Any
additional amounts due from one Party to the other for the current Program
Year as a result of any increase or decrease based upon the Annual
Adjustment Factor shall be promptly computed and paid after the required
information becomes available.
All percent changes will be rounded to the nearest tenth of a percent and
all dollar amounts will be rounded to the nearest whole cent, using the
rounding rule that any fraction less than one-half will be dropped, while
any fraction equal to or greater than one-half will be increased to the
next higher value.
Section 2.5 Payment Terms. On the first (1st) day of each calendar month during
the term of this Agreement, CXT shall invoice UP for all Ties Produced and all
Additional Services provided from the sixteenth (16th) day of the previous month
through the last day of the previous month. On the sixteenth (16th) day of each
calendar month during the term of this Agreement, CXT shall invoice UP for all
Ties Produced and Additional Services provided during the period from the first
(1st) day through the fifteenth (15th) day of that calendar month. The
undisputed amount of any such invoice shall be paid to CXT within ten (10) days
following the date of receipt in Omaha. All such invoices shall be transmitted
to UP via Electronic Data Interchange (EDI) system. Title to and ownership of
Ties shall pass from CXT to UP upon UP's payment of the applicable invoice
pursuant to this Agreement.
Section 2.6 Purchase Orders: No less than thirty (30) days prior to the start of
each quarter of each Program Year UP will provide to CXT purchase orders for
each of the Plants for each month of such quarter. Though UP will make a good
faith effort to timely provide purchase orders to CXT, CXT acknowledges and
agrees that there may be circumstances that dictate UP's delivery of a purchase
order(s) less than thirty (30) days prior to the beginning of the applicable
10
quarter. Unless previously agreed to in writing between the Parties, any terms
of such purchase orders that contradict the terms of this Agreement or impose
additional obligations or liabilities on CXT shall be of no force or effect.
Unless previously agreed to by CXT in writing, UP may not issue a monthly
purchase order for Ties in an amount in excess of the applicable monthly
Production amount set forth in Section 2.3, above. Unless previously agreed to
by UP in writing, CXT may not invoice UP for a number of Ties Produced during
any month which differs (either more or less than) the number of Ties shown on
the purchase order applicable to such month.
Section 2.7 Tie Specifications. All Ties shall be manufactured to the
Specifications in effect at the time of their manufacture. Upon any revision to
the Specifications (e.g., Tie design, component usage, materials, etc.), which
may be made only by UP, the Parties shall simultaneously in writing determine
the price adjustments, if any, for such change, and the purchase price payable
hereunder as a result thereof. UP's Supply and Methods & Research Department
shall be notified in writing of any CXT originated sourcing changes for key
materials/components.
Section 2.8 Loading at CXT Plants. As a general rule, Ties Produced shall be
loaded by CXT on UP Concrete Tie Cars at the Plant(s), as applicable, at a rate
of sixty (60) Concrete Tie Car loads of Ties loaded within twenty-four (24)
hours after arrival of the Concrete Tie Cars on which they are to be loaded,
seven (7) days a week (includes holidays and weekends), fifty-two (52) weeks a
year; provided, however, that unless otherwise agreed to by the parties, no Ties
shall be loaded on UP Concrete Tie Cars until the Purchase Price for such Ties
has been paid by UP. UP will, if possible, provide a minimum of forty-eight (48)
hours' notice that a unit train of Concrete Tie Cars is inbound for loading. CXT
shall not be required to provide intra-Plant switching or car movements as part
of the normal operations of the Wood Tie Re-hab Contractor. The following
intra-Plant switching will be performed by CXT at its sole cost and expense: (a)
switching required by CXT in its operations; (b) removal of bad ordered railcars
from consists as empty railcars are switched; (c) placement of repaired bad
ordered railcars in consists; and (d) switching of railcars containing wood
products for unloading upon the arrival of the train in which they are located
if UP is unable to do so upon train arrival because other railcars prevent UP
from spotting such cars, the number of such railcars is greater than the number
the Plant is designed to handle at the wood tie unloading area, or any other
reason that prevents the Wood Tie Re-hab Contractor from having necessary access
to the inbound railcars. The Wood Tie Re-hab Contractor will unload any wood
products arriving by train within ten (10) hours of the train's arrival at the
Plant. CXT will load Ties on any train unloaded by the Wood Tie Re-hab
Contractor within fourteen (14) hours of the time unloading of such train was
completed.
To permit unloading of wood products by train at night, CXT will provide
lighting of the Plants' yards consistent with a lighting plan for each Plant
approved by UP. The cost of the total amount required to implement such lighting
plans at both Plants (the "Lighting Plan Total Cost") shall be allocated between
the parties as follows: CXT shall initially pay one hundred percent (100%) of
the Lighting Plan Total Cost. CXT shall impose, and UP shall pay, a surcharge of
$1.00 per Tie on each Tie purchased by UP pursuant to this Agreement until the
total of such surcharges so received by CXT is equal in amount to the Lighting
Plan Total Cost. In addition, there shall be a reduction of $.50 per Tie in the
Purchase Price for each Tie in excess of 400,000 Ties/ties purchased by UP or by
a third party during the term of this Agreement; provided, however, that the
total amount of such reduction in the Purchase Prices during the term of this
Agreement shall not exceed the fifty percent (50%) of the Lighting Plan Total
Cost.
11
Risk of loss of Ties shall be allocated as follows: (a) CXT shall bear the risk
of loss until the Ties have been paid for by UP or are loaded onto Concrete Tie
Cars per UP instructions, whichever is earlier, and (b) UP shall bear the risk
of loss following the time the Ties have been paid for by UP or have been loaded
onto Concrete Tie Cars per UP instructions, whichever is earlier; provided,
however, that CXT shall retain responsibility under this Agreement for Ties in
transit from the Spokane Plant to the GI Plant pursuant to Section 2.3, above.
CXT shall retain custodial responsibility for Ties stored at the Plants, i.e.,
CXT shall have responsibility for safe warehousing, storage damage, handling
damage, and for the theft of Ties Produced and stored at the Plants until they
are loaded onto Concrete Tie Cars. Other than that they be stored in a secure,
safe, and accessible area at a Plant, CXT bears no responsibility for wood ties.
Section 2.9: The UP lease rate of the Tucson facility shall be $16,080.00 per
year. The annual lease rate of the Grand Island facility shall be $16,536.00 per
year. The parties shall promptly execute Related Agreements with terms and
conditions consistent with this Agreement's language and purposes.
UP immediately shall remove all lessees and/or other occupants from the Tucson
Plant site, other than the Wood Tie Re-hab Contractor. CXT shall be responsible,
at its sole cost and expense, for construction of plant structures and
improvements required for the Production and storage of Ties at each Plant. UP
will provide all necessary utilities to the property (lease) line of each Plant.
At each Plant site CXT will provide level land suitable for material storage and
rail sidings for the use of the Wood Tie Re-hab Contractor. Pursuant to the
Industry Track Agreement, UP will provide track material (to consist solely of
ballast, OTM, ties, turnouts and rail) for a nominal fee of $1. This material
will be used for construction of the trackage at the Plants pursuant to
UP-approved track drawings. CXT will provide, at its sole cost and expense, the
labor to construct the trackage, subject, as track and yard designs evolve, to
the reconciliation of any differences between the final plans and the track
drawings submitted with CXT's April 7, 2004 proposal to UP. At the end of the
Lease for each Plant, (a) track materials at the applicable Plant will revert to
UP for $1 on an "as is where-is" basis, and (b) CXT shall be responsible for
proper closure of the Plant under applicable laws and regulations existing at
the time of the closure and return of the Plant property substantially to its
original condition on the date CXT first took possession, ordinary wear and tear
excepted. Within ninety (90) days following the termination of this Agreement as
to a Plant CXT shall remove the Batch Plant, the New Technology equipment,
non-UP inventory, raw materials, the grantry crane and associated rail, and
office equipment and rail from the premises of such Plant, leaving structures,
foundations and similar improvements; provided, however, that the foregoing
removal obligations of CXT shall not apply to any item or material owned or
placed at a Plant by the Wood Tie Re-hab Contractor.
Section 2.10: Wood Tie Rehabilitation. UP and the Wood Tie Re-hab Contractor are
responsible for the offloading and rehabilitation of wood ties and CXT shall
have no responsibility or liability associated with or arising from such
activities. The Wood Tie Re-hab Contractor shall off-load wood ties from
Concrete Tie Cars and process wood ties and OTM at the direction of UP. CXT
agrees to provide a suitable area at each Plant where the Wood Tie Re-hab
Contractor may maintain wood ties stored at the Plant. CXT agrees to provide the
area at each Plant where wood ties are stored with such reasonable protection
against fire, flood and theft as is customary for similar facilities and
commensurate with the values involved. UP shall direct the Wood Tie Re-hab
Contractor not to interfere with CXT's operations. CXT shall not interfere with
the operations of the Wood Tie Re-hab Contractor.
12
Section 2.11 Warranty; Limitation of Remedies. CXT warrants that all Standard
Ties sold by it to UP under this Agreement will conform to the Specifications,
as they may be revised from time to time as provided herein, and be free from
any material defects in workmanship. For each Standard Tie that fails to conform
with the Specifications or otherwise contains a material defect in workmanship,
as UP's exclusive (except as otherwise provided below) remedy CXT will, free of
charge replace such Tie (FOB plant) with one and one half (1.5) Ties that have
been confirmed to meet the Specifications and/or correct such defect; provided,
however, that CXT is given written notice (email or letter) of such failure to
conform or defect in workmanship not more than five (5) years after the Tie was
Produced, and is given the opportunity to inspect such Tie. For example, if 300
Ties fail to conform to the Specifications, CXT will, free of charge (but
including neither shipping by truck nor reimbursement of UP's cost to install),
replace such 300 nonconforming Ties (FOB Plant) with 450 Ties conforming to the
Specifications. Notwithstanding the foregoing provisions of this paragraph, any
failure by CXT to deliver Standard Ties hereunder that conform to the
Specifications or that are otherwise free from material defects in workmanship
that rises to the level of a Material Breach shall give UP the option to (a)
terminate this Agreement after notice pursuant to Section 2.2, above, and upon
expiration of the applicable Material Breach Cure Period without cure of the
Material Breach, and (b) purchase Cover Ties during the applicable Material
Breach Cure Period in an amount not exceeding the lesser of its then current
needs, as reasonably determined by UP, or the amount CXT was obligated to have
Produced and be reimbursed the Cover Tie Cost Differential.
CXT warrants that all Special Ties will comply with all specifications
applicable to them agreed upon by the parties and that they will be free from
any material defects in workmanship; provided, however, that no warranty is
given with respect to Grade 2 ties. For each Special Tie that fails to conform
with the specifications applicable to it or otherwise contains a material defect
in workmanship, as UP's exclusive (except as otherwise provided below) remedy
CXT will, free of charge replace such Special Tie (FOB Plant) with one and one
half (1.5) Special Ties that have been confirmed to meet such specifications
and/or correct such defect; provided, however, that CXT is given written notice
(email or letter) of such failure to conform or defect in workmanship not more
than five (5) years after the Special Ties was Produced, and is given the
opportunity to inspect such Tie. Notwithstanding the foregoing provisions of
this paragraph, any failure of CXT to deliver Special Ties hereunder that
conform to the applicable specifications or that are otherwise free from
material defects in workmanship that rises to the level of a Material Breach
shall give UP the option to (a) terminate this Agreement after notice pursuant
to Section 2.2, above, and upon expiration of the applicable Material Breach
Cure Period without cure of the Material Breach, and (b) purchase Cover Ties
during the applicable Material Breach Cure Period in an amount not exceeding the
lesser of its then current needs, as reasonably determined by UP, or the amount
CXT was obligated to have Produced, and be reimbursed the Cover Tie Cost
Differential.
These warranties shall not apply to any Ties that: (a) have been repaired or
altered, without CXT's written consent, in such a way as to affect the stability
or reliability thereof; (b) have been subject to misuse, negligence, or
accident; or (c) have been improperly maintained, or used contrary to the
Specifications for which such Ties were produced.
The warranty set forth above is in lieu of all other warranties, expressed or
implied. All other warranties are hereby disclaimed. CXT makes no other
warranty, express or implied, including, without limitation, any warranty of
merchantability or fitness for a particular purpose or use. In no event shall
either Party be subject to or liable for any incidental or consequential damages
of
13
the other.
Section 2.12 Indemnification; Environmental Concerns; Insurance.
A. CXT, at CXT's expense, shall promptly comply with all present and future
federal, state or local laws, ordinances, orders, rules, regulations and
requirements of all governmental authorities having jurisdiction, affecting or
applicable to either of the Plants, including, but not limited to the applicable
requirements of the Resource Conservation and Recovery Act ("RCRA"), the
Comprehensive Environmental Response Compensation and Liability Act of 1980, 42
U.S.C. Sections 9601, et seq., as heretofore or hereafter amended, and the
regulations heretofore or hereafter promulgated pursuant to such Act
(collectively "CERCLA"), the Clean Water Act ("CWA") and other laws or
regulations that govern the cleanliness, safety, occupancy and use of the same.
If any governmental license(s) or permit(s) shall be required for the proper and
lawful conduct of CXT's business or other activity carried on from either Plant,
then CXT, at its sole expense, shall duly procure and thereafter maintain such
license(s) or permit(s) and submit the same for inspection by UPRR prior to the
date on which CXT commences operations at such Plant pursuant to this Agreement
and thereafter upon UP's request therefor. Under no circumstances shall CXT be
liable for any Environmental Condition at a Plant to the extent it existed prior
to CXT's activities at such Plant.
CXT shall be responsible for all liabilities, costs, damages, and expenses
("Loss/Damage") arising in connection with its operations at each Plant,
including, without limitation, complying with Environmental Laws, including but
not limited to, compliance in the handling, treating, storage and disposal of
Hazardous Materials (each, an "Environmental Condition") at either Plant to the
extent resulting from any activity of CXT, its officers, employees, or agents,
whether undertaken in connection with this Agreement or otherwise. UP shall be
responsible for Loss/Damage arising in connection with any Environmental
Condition at either Plant to the extent not resulting from any activity of CXT,
its officers, employees, or agents. CXT shall not be responsible for any
Loss/Damage arising in connection with any Environmental Condition resulting
from the activities of the Wood Tie Re-hab Contractor at either Plant; any such
Loss/Damage shall be allocated pursuant to agreement between UP and the Wood Tie
Re-hab Contractor.
Nothing contained herein shall be construed or interpreted as making UP an
owner, operator, generator, arranger or a transporter of any Hazardous Materials
or an operator of a treatment, storage or disposal facility pursuant to the
provisions of CERCLA, RCRA, or any other federal, state or local laws, statutes,
rules and regulations governing the generation, treatment, storage and disposal
of Hazardous Materials and non-Hazardous Materials, except with respect to
Loss/Damage it has assumed pursuant to the immediately preceding paragraph.
If, based on the operations of CXT at either Plant, UP shall be interpreted
to be an owner, operator, generator or a transporter of Hazardous Materials or a
generator, arranger or operator of a treatment, storage or disposal facility
under RCRA, CERCLA or any state statute governing the treatment, storage and
disposal of Hazardous Materials, CXT agrees to indemnify, hold harmless and
defend UP from and against any and all Loss/Damage resulting from such an
interpretation.
14
CXT shall protect, defend, indemnify and hold harmless UP and any parent,
subsidiary or affiliate of UP, the officers, directors, shareholders and
employees of UP and any such parent, subsidiary or affiliate of UP, and the
successors and assigns of any of the foregoing from and against any and
liabilities, losses, damages, claims, demands, causes of action, costs and
expenses, fines and penalties, of whatsoever nature (including, without
limitation, court costs and reasonable attorneys' fees and the cost and expense
of cleaning, restoration, containment, remediation, decontamination, removal,
investigation, monitoring or closure), arising out of or resulting from (a) any
Environmental Condition, or any federal, state or local law, ordinance, rule or
regulation applicable thereto, including, without limitation, RCRA or CERCLA,
for which CXT is allocated responsibility pursuant to this Section 2.12, (b) the
use by CXT of Hazardous Materials at either Plant for any purpose regardless of
UP's consent to such use, and (c) any Hazardous Materials which otherwise first
become present in, on or under either Plant as a result of any acts of CXT.
B. UP agrees to indemnify CXT against all loss resulting from personal injury to
the extent proximately caused by the active negligence of UP, its agents,
employees or others entering either of the Plants for or on behalf of UP. CXT
agrees to indemnify UP against all loss resulting from personal injury incident
to the Production of Ties and/or CXT's operation of the Plants, except to the
extent otherwise provided in the preceding sentence of this Section 2.12.B.
C. CXT shall, at its sole cost and expense, procure and maintain during the term
of this Agreement insurance coverage as set forth in Exhibit G, attached hereto
and by this reference incorporated herein.
Section 2.13 Audits. UP may audit CXT's records relating to the Transaction
during normal business hours. UP shall preserve and protect the confidentiality
of all information obtained during any such audit.
SECTION 3
GENERAL PROVISIONS
Section 3.1 Amendments or Supplements. No amendment or modification of this
Agreement or of any term or condition hereof shall be valid or effective unless
in writing and executed by the Parties. This Agreement may be supplemented only
by written documents executed by the Parties, and it shall not be qualified,
modified or supplemented by any preliminary negotiations, course of dealing,
usage of trade or course of performance.
Section 3.2 Assignments. No assignment or assumption of any obligation hereunder
shall relieve either Party from liability for any obligation hereunder.
Section 3.3 Legal Expenses. Each of the Parties shall bear its own Legal
Expenses relating to negotiation and preparation of this Agreement and/or to the
Transaction. If either Party is in default of any material provision of this
Agreement, the Party which is not in default shall have the right, at the
expense of the Party which is in default, to retain an attorney(s) to make any
demand, enforce any remedy, or otherwise protect or enforce the rights of the
Party which is not in default under this Agreement. The Party which is in
default shall pay all reasonable Legal Expenses (including but not limited to
Legal Expenses incurred in any Legal Action) so incurred
15
by the Party which is not in default, and the failure of the Party which is in
default to promptly pay the same shall in itself constitute a further and
additional default hereunder. All reimbursements required by this Section shall
be due and payable on demand, and may be offset against any sum owed to the
Party so liable.
Section 3.4 Execution of Documents. Each of the Parties agrees promptly to
execute all documents necessary to implement the provisions of this Agreement.
Section 3.5 Merger. This Agreement and the Related Agreements express the full
and final purpose and agreement of the Parties relating to the Transaction.
There are no oral agreements which modify, qualify, supplement or offset any of
the provisions of this Agreement.
Section 3.6 Notices. Any Notice transmitted by Party to any other Party may be
hand-delivered to such Party, personally, or mailed by certified or registered
mail, return receipt requested, deposited in the United States mail to the
mailing address of such other Party set forth below, or such other place as
either Party may hereafter designate by notice to the other Party. All notices
shall be deemed sufficiently given and served for all purposes if so
hand-delivered or if so mailed.
Section 3.7 Relationship of Parties; No Third Party Beneficiaries. Any intention
to create a joint venture or partnership relation between the Parties is hereby
expressly disclaimed, and neither Party shall have the right to bind the other.
There are no third party beneficiaries to this Agreement.
Section 3.8 Remedies Cumulative. All remedies provided for in this Agreement are
distinct and cumulative to any other right or remedy afforded by law or equity
and, to the extent permitted by law, may be exercised concurrently,
independently, or successively. An action may be maintained to enforce such
remedies in the alternative.
Section 3.9 Successors. This Agreement shall be binding upon and inure to the
benefit of the Parties and their successors and assigns.
Section 3.10 Union Pacific Railroad Representative. UP shall have the right,
through any UP Representative, (a) to reject, prior to shipment from a Plant,
any Ties not meeting the Specifications; (b) of reasonable access to the Plants
during normal business hours; (c) to inspect and test the Ties at the Plants and
(d) to inspect the handling of Ties, including the equipment for testing the
strength of the Ties. The UP Representatives have the authority to accept or
reject Ties in a timely manner and to otherwise act on behalf of UP in all
matters pertaining to this Agreement. CXT shall, without cost to UP, furnish any
UP Representatives with reasonable access to suitable office space and a
telephone at the Plants.
Section 3.11 Force Majeure. Should performance by either party of its
obligations hereunder be delayed due to causes beyond the reasonable control of
such party including, but not limited to: acts of God; acts of any government or
political subdivision; fire, flood, explosion or other catastrophe; epidemic;
quarantine restriction; acts of a public enemy; any strike, slowdown or labor
shortage of any kind (collectively and individually, an "Event of Force
Majeure"); and provided the party so delayed promptly notifies the other party
thereof in writing, the time allowed for performance by the delayed party will
be extended by a period of time equal to the period of delay; provided, however,
that the occurrence/existence of an Event of Force Majeure
16
shall not excuse CXT from (a) its obligations under Section 2.3, above, to meet
the Tucson Plant Construction Schedule and the GI Plant Construction Schedule,
or (b) its liabilities for failing to meet such obligations, except in either
case as otherwise expressly provided in Section 2.3.
IN WITNESS WHEREOF, the Parties have executed this Agreement as of the Effective
Date.
Mailing Address: UNION PACIFIC RAILROAD COMPANY,
a Delaware corporation
0000 Xxxxxxx Xx, Mail Stop 0780 By: /s/ Xxxxxx X. Xxxxxx
Xxxxx, XX 00000 ------------------------------------
ATTN: General Director-Purchasing Title: General Director-Purchasing
Mailing Address: CXT INCORPORATED,
a Delaware corporation
N 0000 Xxxxxxx Xxxx By /s/ X X Xxxxxxxxxxx 1/26/05
Xxxxxxx, XX 00000 -------------------------------------
ATTN: President Title: Chief Executive Officer
17
EXHIBIT A
TO
AGREEMENT
[Real estate descriptions.]
18
EXHIBIT B
TO
AGREEMENT
[Specifications.]
1
(UNION PACIFIC LOGO)
UNION PACIFIC RAILROAD COMPANY
CONCRETE TIE SPECIFICATION
SEPTEMBER 2003
1. SCOPE
This specification is for the manufacture, testing, quality, shipping, and
handling of monoblock, pretensioned, prestressed concrete ties for the
Union Pacific Railroad. This specification is based on recommendations,
practices, and specifications laid out by Chapter 30 of the AREMA Manual;
however, numerous modifications have been made throughout.
An elastic fastening system with cast in shoulder will be used. Shoulder
type will be as determined by the Engineer.
2. DEFINITIONS
Where current specifications or recommended practices of other technical
societies, such as the American Society for Testing and Materials (ASTM) or
the American Concrete Institute (ACI), are appropriate, they are made part
of this specification by reference.
The following definitions are applicable to this specification:
2.1 The word "Engineer" shall mean the Vice President - Engineering, Union
Pacific Railroad Company, or duly-authorized representative.
2.2 The word "Inspector" shall the duly-authorized Engineer's
representative.
2.3 The word "Manufacturer" shall mean the manufacturer of concrete ties.
2.4 The word "Supplier" shall mean a supplier of materials or components
for use in the concrete ties.
2.5 The word "Source" shall mean a plant where a material or component
used in the concrete ties is produced. For aggregates, the word
"Source" shall mean the strata or quarry face from which it is
obtained.
2.6 The words "Outside Testing Laboratory" shall mean a testing
laboratory, independent of the manufacturer, which conforms with ASTM
E329 and is approved by the Engineer.
Supply Department
UNION PACIFIC RAILROAD
00X0 Xxxxx Xxxxxx, Xxxxx, XX 00000
2.7 The word "Crosstie" shall mean a transverse component of a track
system whose functions are the control of track gage and the
transmitting of rail loads to ballast.
2.8 The word "Fastening" shall mean a component, or group of components,
of a track system which affixes the rail to the crossties.
2.9 The words "Flexure Strength" shall mean resistance to bending.
2.10 The word "Insert" shall mean a device for securing an assembly and/or
the rail to the tie. It may be encased in the tie at the time of
manufacture or placed in a cored, cast, or drilled hole in the tie.
2.11 The words "Lateral Load" shall mean a load or component of a load at
the gauge corner of the rail parallel to the longitudinal axis of the
tie and perpendicular to the rail.
2.12 The words "Longitudinal Load" shall mean a load along the longitudinal
axis of a rail.
2.13 The words "Negative Bending" shall mean bending that produces tension
or reduces compression in the top surface of the tie.
2.14 The words "Positive Bending" shall mean the bending that produces
tension or reduces compression in the bottom surface of the tie.
2.15 The word "Wire" shall mean a prestressing tendon designed to
precompress the concrete.
2.16 The words "Prestressed Tie" shall mean a tie utilizing precompressed
concrete and prestressing tendons.
2.17 The word "Form" shall mean a battery form, one tie long, with 5 to 8
cavities in which ties are cast upside down.
2.18 The word "Bed" shall mean a prestressing bed with forms placed end to
end. Each bed is only one form wide.
2.18 The word "Pretensioned" shall mean tensioning prestressing tendons
prior to placing concrete.
2.19 The words "Long Line Process" shall mean ties being made on a bed with
at least forty-five forms end to end.
UPRR Concrete Tie Specification Page 2/18 September 2003
3. QUALIFICATIONS OF MANUFACTURER
3.1 The manufacturer shall have experience, in a fixed location, of the
large-scale manufacture of pretensioned, prestressed concrete
products. The manufacturer's existing plants in the USA shall be
certified under the PCI plant certification program and ISO 9001:2000.
If the manufacturer's existing plants are outside of the USA, they
shall be certified by equivalent National Certification Organizations
for that country.
3.2 The manufacturer shall show, to the satisfaction of the Engineer, that
he has, or can obtain, the necessary and proper equipment, tools,
facilities and means, and that he has the experience, ability and
financial resources to perform the work within the time specified and
to the quality standards required.
3.3 Ties shall be manufactured by using the pretensioned, prestressed,
long-line process.
4. REFERENCED STANDARDS
Materials and test procedures shall conform with the published requirements
of the various societies or institutes as stated in this specification. The
current edition of each standard shall be used.
ASTM C33 Concrete Aggregates
ASTM C39 Method of Test for Compressive Strength of Cylindrical
Concrete Specimens
ASTM C70 Test Method for Surface Moisture in Fine Aggregates
ASTM C109 Test Method for Compressive Strength of Hydraulic Cement
ASTM C114 Methods for Chemical Analysis of Hydraulic Cement
ASTM C131 Standard Test Method for Resistance to Degradation of
Small-Size Coarse Aggregate by Abrasion and Impact in the Los
Angeles Machine
ASTM C136 Test Method for Sieve or Screen Analysis of Fine and Coarse
Aggregates
ASTM C143 Method of Test for Slump of Portland Cement Concrete
ASTM C150 Standard Specification of Portland Cement
ASTM C172 Sampling Fresh Concrete
ASTM C191 Test Method for Time of Setting of Hydraulic Cement by Vicat
Needle
ASTM C192 Method of Making and Curing Concrete Test Specimens in the
Laboratory
ASTM C204 Test Method for Fineness of Portland Cement by Air
Permeability Apparatus
UPRR Concrete Tie Specification Page 3/18 September 2003
ASTM C227 Potential Alkali Reactivity of Cement Aggregate Combinations
(Mortar - Bar Test)
ASTM C231 Test Method for Air Content of Freshly Mixed Concrete by the
Pressure Method
ASTM C260 Air Entraining Admixtures for Concrete
ASTM C295 Recommended Practice for Petrographic Examination of
Aggregates for Concrete
ASTM C359 Test Method for Early Stiffening of Portland Cement (Mortar
Method)
ASTM C403 Time of Setting of Concrete Mixtures by Penetration
Resistance
ASTM C430 Test Method for Fineness of Hydraulic Cement by the No. 325
Sieve
ASTM C457 Practice for Microscopical Determination of Air Void Content
and Parameters of the Air Void System in Hardened Concrete
ASTM C494 Chemical Admixtures for Concrete
ASTM C586 Potential Alkali Reactivity of Carbonate Rocks for Concrete
Aggregate (Rock Cylinder Method)
ASTM C617 Capping Cylinder Concrete Specimens
ASTM C666 Test Method for Resistance of Concrete to Rapid Freezing and
Thawing
ASTM C779 Test Method for Abrasion Resistance of Horizontal Concrete
Surfaces
ASTM C1231 Use of Unbonded Caps in Determination of Compressive Strength
of Hardened Concrete Cylinders
ASTM C5329 Recommended Practice for Inspection and Testing Agencies far
Concrete, Steel and Bituminous Materials used in Construction
ASTM A536 Ductile Iron Castings
ASTM A 881 Steel Wire, Deformed, Stress-relieved or Low Relaxation for
Prestressed Concrete Railroad Ties
ASTM A886 Steel Strand, Indented, Seve-Wire Stress-Relieved for
Prestressed Concrete
ACI 211.1 Recommended Practice for Selecting Proportions for Normal and
Heavyweight Concrete.
ACI 214 Recommended Practice for Evaluation of Strength Tests for
Concrete
XXX 000 Xxxxxxxxxx Xxxxxxxx for Building
ACI 318 Building Code Requirements for Reinforced Concrete
PCI MNL 116 Quality Control for Plants and Production of Precast
Prestressed Concrete Products
UPRR Concrete Tie Specification Page 4/18 September 2003
5. MATERIALS
5.1 General
The Manufacturer shall only use materials from sources approved by the
Engineer.
5.2 Concrete
5.2.1 Batching and Mixing
Aggregates and cement shall be measured by weight. The weight of
aggregate shall be based on a saturated surface dry condition
corrected for free moisture.
Water shall be measured by weight or volume and admixtures shall
be measured by volume.
Each batch of concrete shall be mixed separately in a pan or
counter-flow mixer.
No water shall be added to concrete after discharge from the
mixer.
The quantity of each material used in each batch of concrete
shall be automatically recorded.
5.2.2 Proportioning
Mix proportions shall be developed using industry standard
methods, such as ACI 309, Section 3.9. The cement content shall
be not less than 600 pounds per cubic yard.
5.2.3 Temperature
Freshly mixed concrete shall be between 65 and 95 degrees F.
5.2.4 Curing
Concrete shall be cured by a method or procedure such as set
forth in AREMA Chapter 8, Section 1.17, Part 1.
a) Immediately after placing and consolidating the concrete,
the exposed surface shall be covered with impermeable
sheeting or an ASTM C309 compliant curing compound.
b) Concrete shall not be placed in forms whose temperatures are
less than 40 degrees F. Concrete temperature shall not be
allowed to fall below 50 degrees F between casting and
transfer of prestress.
c) If heat curing is used, the forms may be preheated to avoid
cooling of the concrete after placing but the temperature of
concrete shall not rise above 104 degrees F until initial
set (ASTM 403) has occurred, nor shall any heat be applied
between casting and initial set. The rate of temperature
rise in the concrete shall not exceed 36 degrees F
UPRR Concrete Tie Specification Page 5/18 September 2003
per hour and the maximum concrete temperature shall not
exceed 158 degrees F. The heating method used shall be such
that all ties in a bed are at a similar temperature.
d) If an over temperature situation is imminent during the
curing process, only Engineer approved cooling methods may
be utilized.
e) During curing, the temperature at the center of the rail
seat cross section of one tie in each bed shall be
automatically recorded.
f) If heat curing is used, the manufacturer shall prove to the
Engineer that no internal micro cracking is induced.
g) At least annually, the manufacturer shall complete a test
correlating temperature across and down the bed by
simultaneously measuring the temperature of all cavities
across one form at three or more separate locations evenly
spaced down the length of the bed.
5.2.5 Testing Fresh Concrete
a) The water-to-cement (w/c) ratio of fresh concrete shall not
exceed 0.38 for any batch. Calculation shall be by weight
and accounting for all free water available in the mix in
accordance with ACI requirements.
b) When measured in accordance with ASTM C231, the air content
of the plastic concrete, when placed in the forms, shall not
be less than 4.5% in order to ensure a minimum 3.5% air void
content in the hardened concrete for adequate protection
against potential freeze-thaw damage.
The first batch on any bed shall be tested for air content
and if this requires no adjustment to the mix, a further
test shall be made after approximately 30 cubic yards have
been placed. If the first batch requires adjustment to the
mix, each subsequent batch shall be tested until no further
adjustment is necessary and then a further batch shall be
tested after approximately 30 additional cubic yards have
been placed.
5.2.6 Testing Hardened Concrete
The minimum compressive strength shall be 4500 psi at transfer of
prestress and 7000 psi at 28 days. All compressive strength
testing shall be in accordance with ASTM C39 and performed by, or
under the direct supervision of, ACI certified technicians.
Compressive strength shall be determined using 4" X 8" cylinders
that are capped in accordance with ASTM C617 or ASTM C1231.
The cylinders shall all be made in accordance with ASTM C39 from
one batch of concrete and the air content shall be measured on
that same batch.
a) Transfer Strength
UPRR Concrete Tie Specification Page 6/18 September 2003
Cylinders used to determine transfer strength shall be cured
with the ties until detensioning (transfer of prestress) in
such a way that the temperature of the cylinders is within
+0 -10 degrees F of the temperature of the ties during
curing. This shall be achieved by utilizing a computer
controlled curing system that is designed to monitor the
internal tie temperature and matches cylinder temperatures
via computer controlled slave heating elements.
A minimum of two cylinders shall be tested for transfer
strength prior to release of prestress. If only one cylinder
achieves the required transfer strength, an additional set
of ties from one form shall be acceptance load tested in
accordance with Section 10.2.3.1 and any failed result will
require that the entire bed be acceptance load tested. If no
transfer cylinders achieve the required transfer strength,
the entire bed shall be acceptance load tested. Ties for any
beds where there are fewer than two acceptable transfer
strength cylinders shall be placed in a designating holding
area in the yard, pending 28 day strength results in
accordance with 5.2.6.b.
b) 28 Day Strength
The 28 day cylinders shall be cured in accordance with ASTM
C192.
The strength at 28 days shall be satisfactory if the average
of three cylinders meets or exceeds the required minimum and
no individual result is less than 10% below the required
minimum.
Any ties produced with an average 28 day strength between
6500 psi and 7000 psi will be accepted by the Engineer if
the following conditions are met:
- Quantity of said ties is less than 10% of the total
UPRR tie production for that plant for that month.
- Ties otherwise fully comply with these specifications.
- The number, unique cast numbers, and flexural strength
testing results for said ties are clearly stated in the
monthly quality report (Section 10.5.1) to the
Engineer.
- Manufacturer provide ties, credit, and/or research and
development services, as agreed with the Engineer, at a
value of 10% of the bare (not including loose
components) tie cost charged to the Engineer for said
ties.
5.2.7 Durability
a) One tie shall be selected at the start of production, once
per month during the first twelve months of production, and
thereafter every six months, for air void content and
durability factor tests by an outside testing laboratory.
UPRR Concrete Tie Specification Page 7/18 September 2003
b) The air void content shall be measured in accordance with
ASTM C457 on the top, center and bottom of a cross section
slice cut from the rail seat of a tie. The measured air void
content shall be not less than 3.5% and the air void spacing
factor shall not exceed 0.008".
c) The durability factor shall be measured in accordance with
ASTM C666 procedure A on a minimum of four prisms of
concrete taken adjacent to the samples used for tests in
Section 5.2.7b. The durability factor shall be not less than
90%.
d) The frequency of testing for air void content and durability
factor shall be increased at the Engineer's request if there
is evidence that not all ties satisfy the requirements of
5.2.7b and 5.2.7c.
5.2.8 Chloride
The water soluble chloride content of the concrete shall not
exceed 0.06% expressed as chloride ion by weight of cement. This
shall be measured by an outside testing laboratory on fresh
concrete or on individual materials in the mix when mix
proportions are developed (see Section 5.2.2) and thereafter, by
tests at six month intervals which include materials from all
sources in use.
5.3 Cement
Cement shall be Portland cement and shall meet the requirements of
ASTM C150. Maximum equivalent alkali content shall be 0.60%.
5.3.1 Cement shall conform to ASTM C150, Type III, low alkali. False
set shall be greater than 50% in accordance with ASTM C451.
5.3.2 Separate random samples of cement shall be taken each day to
represent the cement used on each bed. Each sample shall not be
less than one (1) cup and shall be clearly identified with the
unique bed cast number. Each sample shall be kept in air-tight
containers until the corresponding 28 day cylinder tests have
been carried out and results accepted by the Engineer.
5.3.3 Not more than two sources of clinker or ground cement shall be
used by the manufacturer during any one month. Cement from each
source shall be clearly identified and stored in separate weather
tight silos. If two sources of cement are used on one bed, the
tests in Section 5.2.5 shall be performed on the first batch of
concrete made with each cement and thereafter as required in
Section 5.2.5. Strength tests as required in 5.2.6.1 shall also
be conducted on concrete made with each type of cement.
5.3.4 Cement mill certificates shall be provided weekly by each
supplier, and shall include the results of the following tests on
cement delivered during that week:
UPRR Concrete Tie Specification Page 8/18 September 2003
- Xxxxxx fineness by air permeability (ASTM C204)
- False set (ASTM C451)
- Setting Time (ASTM C191)
- Compressive Strength (ASTM C109) at 1 day, 3 days and 7 days
- Chemical Analysis (ASTM C114) - including SiO2, Xx0X0,
Xx0X0, CaO, MgO, SO3, K2O, and Na2O. Also show calculated
equivalent alkali, C2S, C3S, C3A, and C4AF
- Residue on 325 mesh sieve (ASTM C43O)
5.3.5 At least once during every six months, a randomly chosen sample
of cement from each source used shall be analyzed for alkali
content in accordance with ASTM C114 by an approved outside
testing laboratory.
5.4 Aggregates
5.4.1 Aggregates shall be natural aggregates in accordance with ASTM
C33, Class 4S, modified such that abrasion loss, according to
C131, is less than or equal to 35%.
5.4.2 The manufacturer shall provide evidence that concrete containing
aggregate from the proposed source with a cement content and
alkali burden similar to the job mix, has a satisfactory service
history of at least five years. This evidence shall include
structures requiring a class 4S aggregate. This section is not
intended to preclude the use of a new source of aggregate. New
sources will be considered acceptable, pending Manufacturer and
Engineer agreement on service acceptability.
5.4.3 Aggregate shall be in accordance with ASTM C33, gradation number
67. If the coarse or fine aggregate is supplied in more than one
size, each size shall be stored separately.
5.4.4 Washed aggregate shall be allowed to drain, in stockpiles,
before use. All aggregates shall be free from ice when used.
5.4.5 In addition to the requirements of ASTM C33, the following tests
shall be conducted by an outside testing laboratory.
a) Petrographic examination to ASTM C295. This shall be
conducted on each new source (strata or quarry face from
which it is obtained).
b) Each new source of aggregate will be tested to ASTM C-1260.
The test may be modified down to a 0.6% alkalinity but no
lower. Aggregate must be below 0.10% expansion at the
completion of the test.
This shall be repeated every six months for each source.
c) Evaluation of potential alkali carbonate reactivity.
Aggregates containing carbonate shall be tested in
accordance with ASTM C586 every six months.
d) The use of any pozzolon to mitigate an aggregate source will
not be allowed without the written permission of the
Engineer.
UPRR Concrete Tie Specification Page 9/18 September 2003
5.5 Mixing Water
Mixing water shall meet the requirements of the AREMA Chapter B,
Section 4.4, Part 1.
5.6 Admixtures
5.6.1 Only liquid admixtures shall be used.
5.6.2 No chloride based admixture shall be used.
5.6.3 Water reducing admixtures shall only be used with the approval
of the Engineer. They shall conform with ASTM C494, Types A, B,
D, E, or F.
5.6.4 ASTM C618 Type F fly ash and/or other mineral admixtures may
only be used upon receipt of written approval of the Engineer.
Any use of such admixtures shall be as additives to enhance
concrete durability and not as direct replacements of cement.
5.6.5 Air-entraining admixtures shall conform with ASTM C260.
5.7 Metal Reinforcement
Metal reinforcement shall be used and placed according to Chapter 30
of the AREMA Manual as it applies to prestressed, pretensioned metal
reinforcement.
5.7.1 Prestressing Wire
The wire shall be indented, low-relaxation, stress relieved wire
complying with ASTM A881. Surface deformations shall comply with
ASTM A864.
All wire shall be thoroughly cleaned of drawing lubricants before
shipment. Wire from one source only shall be used on each bed.
Wire shall not be contaminated with drawing lubricants, mud, oil
grease, or chloride salts or other contaminants. Loose rust shall
be removed during stringing and wire pitted due to corrosion
shall not be used.
a) Pretensioning
Any wire contaminated with form release agent during
stringing or pretensioning shall be thoroughly removed with
a rag prior to casting.
Each wire shall be individually tensioned at the dead end of
the bed with the same initial force of between 5% and 20% of
the final force using a hydraulic xxxx. The final force
shall then be applied by multiple tensioning with hydraulic
jacks. The force shall be measured by monitoring hydraulic
pressure and set to within 1.5% of the target value and
verified by another control method such as wire elongation.
The forces measured by the two control methods shall agree
within 5%.
UPRR Concrete Tie Specification Page 10/18 September 2003
b) Detensioning
Prestress transfer shall be performed in a controlled manner
with hydraulic jacks. The forms shall be free to move and
the stress in all wires shall be transferred at the same
time and same rate. No wire shell be cut until it is
completely detensioned.
If any wires break during curing, all ties shall be load
tested in Rail Seat Positive in accordance with Section
10.2.3.1, starting with the ties from the form adjacent to
the abutment where the wire broke and moving towards the
other abutment, when a point on the bed is reached at which
all ties from one form pass the test, the remaining ties
shall be accepted without further load testing.
5.8 Iron Shoulders
5.8.1 Ductile iron shoulders shall be obtained by the Manufacturer and
shall conform with ASTM A536 Grade 80-55-06 or 65-45-12. They
shall be marked, on non-bearing surfaces above the concrete
level, with the Supplier's identification. Shoulder part number
and Supplier pattern number shall also be marked on the casting.
a) The shoulders shall be free from burned-on sand, cracks,
cavities, injurious blow holes and other defects. All fins
shall be removed from the vertical faces on the head of each
shoulder. Fins across the top of the head shall not exceed
1/32 inch and below the head, fins shall not exceed 1/16
inch. At gates, there shall be no cavity in the shoulder
more than 1/8 inch below the general surface level.
b) Go and No Go inspection gauges approved by Engineer shall be
used to check that tolerances conform with the iron shoulder
drawings. A sampling plan for Acceptable Quality Levels
shall be agreed upon between the Manufacturer and the
Engineer.
6. TIE DIMENSIONS, CONFIGURATION AND WEIGHT
Tie drawings and associated wire pattern shall be as approved by the
Engineer.
6.1 General
Length: 8'-6" (eight feet, six inches) +/- 1/8"
Weight: 700 lbs. min.
Base Width: 11" (eleven inches) +/- 1/4"
Height, at rail seat: 8-3/4" min. (eight and three-quarters inches)
+3/16", -0
Height, at center of tie: 6-3/4" (six and three - quarters inches)
+3/8", -1/8"
Tie symmetrical about both axis: +/- 1/8"
6.2 Shoulder Positioning
Cast in shoulders shall be spaced to provide 56.5 inch track gage
using 133 RE rail and assuming the rail and insulator are hard against
the field side shoulder. For SAFELOK 38450 or Airboss 2001 - Revision
"H" shoulders, the out-to-out dimension has been calculated to be
UPRR Concrete Tie Specification Page 11/18 September 2003
66.35 inches and the adjacent to 6.64 inches. This shoulder out-to-out
spacing will provide a nominal track gauge of 56.47" for 136 RE rail
and 56.44" for 141 AB rail.
Tolerance on shoulder dimensions shall be +/- 0.0625" for out-to-out
and +/- 0.040" for adjacents. See Section 10.4 for more detail.
6.3 Railseat Cant
The railseat shall provide for a cant of 1 in 30 down toward
centerline of tie +/- 1 in 5 either direction,
6.4 Railseat Flatness
The railseat shall be flat to within +/- 0.030" as measured with a six
inch rule diagonally across the center of the tie railseat area.
6.5 Wire Pattern
The tolerance on wire shall be +/- 1/4". Any single wire may be out of
position by more than 1/4" so long as 3/4" minimum cover and
electrical requirements are satisfied.
6.6 Railseat Twist
Railseat twist or wind, shall be less than 1/16".
7. SURFACE FINISH, INSPECTION, AND REPAIR
7.1 Railseat air voids in excess of 1/4" dia. X 1/8" deep are
unacceptable. Those smaller may be repaired with high strength epoxy
paste.
7.2 Simple air voids in the side of ties up to 3/8" diameter by 1/4" deep
are acceptable as is. Voids larger than 3/8" diameter and 1/4" deep,
but less than 1.25 square inches area and 1/2" deep may not exceed 2
per tie and shall be repaired with Dow Corning 790 xxxx caulking
compound, or equivalent. Ties with air voids larger than 1.25 square
inches area and 1/2" deep are to be rejected.
7.3 Handling breaks or end chips must not expose more than 1/2" of
reinforcing wire. If two or more wires are exposed, none shall show
more than 3/8". Any handling breaks exposing a broken surface greater
than 10 square inches shall be repaired in accordance with an Engineer
approved procedure.
7.4 Ties with honeycombing and air voids indicative of poor mixing,
vibration, consolidation, etc. cannot be repaired and shall be
rejected.
8. FLEXURAL STRENGTH
Tie flexural strength shall be 61 kips minimum railseat positive (RS+), 27
kips minimum railseat negative (RS-), and 15 kips minimum center negative
(C-), when tested in accordance with AREMA Chapter 30.
UPRR Concrete Tie Specification Page 12/18 September 2003
9. LATERAL TIE RESTRAINT
All ties will require a lateral resistance pattern to be placed on the side
of the tie. The Engineer will review for approval the design, but not
provide the design of this pattern. The tie must provide a minimum lateral
restraint of 3000 pounds force when measured by Single Tie Push Test after
20 MGT of traffic and with an 18" ballast shoulder. Proof of meeting this
requirement will be through multiple single tie push tests in a program
approved by the Engineer.
UPRR Concrete Tie Specification Page 13/18 September 2003
10. TIE TESTING
10.1 Design Validation Testing
Prior to approval of the concrete tie design, validation tests
specified in Chapter 30 of the AREMA Manual shall be performed at an
outside testing facility approved by the Engineer and results provided
to the Engineer. Upon satisfying the AREMA startup requirements to
validate the design, a single tie shall be subjected to the Bodycote
"Severe Service Load Test" (SSLT) to 5 million cycles utilizing 70
kips total load and 0.52 L/V ratio with results reported to the
Engineer for approval.
10.2 Acceptance Load Testing
All acceptance load testing shall be carried out within 24 hours of
demoulding ties. All testing shall be conducted in accordance with
requirements set forth in AREMA Chapter 30 for monoblock ties.
10.2.1 Bending Strength Production Commencement Validation
From the first bed cast, or for any new production bed, under
this or any contract, all the ties from one form, selected at
random, shall be load tested as follows;
- Railseat positive and bond development at one end.
- Center negative.
If the ties meet the test requirements, then further beds may be
cast.
If any tie fails to meet the test requirements, two additional
ties shall be taken from the same line and, if either of these
ties fail to meet the test requirements, each tie in the line
shall be individually tested, excluding the bond development
test. One further bed shall then be cast and the test procedure
repeated. When the test ties meet the requirements of the first
test, further beds may be cast.
10.2.2 Bending Strength Routine Production Validation
All ties from one form, selected at random from each bed cast,
shall be load tested for railseat positive (RS+) at one end to
first crack.
Every sixth (6th) tie selected for test shall additionally be
tested for Bond Development during the railseat positive (RS+)
test. Every sixth (6th) tie selected for test shall also be
tested for center negative (C-) to first crack.
If any tie fails to comply with RS+, Bond Development, and/or C-
testing, two (2) additional ties shall be taken from the same
line and all tests repeated. If either of these ties fails the
test, each tie in the line shall be tested.
UPRR Concrete Tie Specification Page 14/18 September 2003
10.3 Tie Compliance Testing
Each tie tested in accordance with Section 10.2 shall also be tested (using
gauges approved by the Engineer) for the following:
10.3.1 Electrical Shorts - Check all shoulder to shoulder combinations
(4 readings) for each tie for electrical shorts under 10 volts
DC. The resistance shall not be less than 100 ohms at release and
shall not be less than 300 ohms at 28 days, as measured with an
Ohm meter.
If any tie fails the electrical short test, all ties from the
same line shall be individually tested.
10.3.2 Railseat Cant - In accordance with Section 6.3.
10.3.3 Railseat Flatness - In accordance with Section 6.4.
10.3.4 Wire Pattern - In accordance with Section 6.5.
10.3.5 Railseat Twist - In accordance with Section 6.6.
Items 10.3.2 through 10.3.5 shall also be checked on each tie cast
using any new, modified, or repaired form.
10.4 Shoulder Gauging
Out-to-out and adjacent shoulder spacing measurements shall be
adjusted for temperature, shrinkage, and creep for that expected at
1000 hours age. Reference temperature shall be 68 degrees. Shoulder
positioning shall be in accordance with Section 6.2.
Shoulder out-to-out and adjacent gauging shall be first article
checked on each tie cast using any new, modified, or repaired form.
At least once per week, shoulder out-to-out and adjacent gauging shall
be checked for a single bed of ties produced to confirm shoulder
positioning. Subsequent checking for following weeks shall be on ties
produced on any other beds used for production such that all ties
produced from all forms in production are eventually checked (i.e. if
there are three production beds, bed 1 would be checked during week 1,
bed 2 during week 2, and bed 3 during week 3. Bed 1 would be
re-checked during week 4, and so on).
Weekly gauging shall conform to the following requirements:
a. Out-to-out and adjacent measurements shall be recorded by form
and cavity number, with clear indication for which end adjacent
measurements were obtained.
b. For any given bed gauged, tie out-to-out and adjacent
measurements shall be plotted on a histogram that shows average,
range, and standard deviation of results.
UPRR Concrete Tie Specification Page 15/18 September 2003
c. 95% of adjacent or out-to-out measurements for any given bed as
plotted in accordance with Section 10.4.b shall be within the
target +/- tolerance requirements as required in Section 6.2 with
a further requirement that no ties will he accepted if its
gauging result is less than or greater than three standard
deviations from target. Manufacturer will address the 5% of ties
falling outside of specification limits prior to the next gauging
of said bed or said repeat offenders shall be rejected at that
time and each subsequent cast until corrected.
10.5 Test Reports
10.5.1 The manufacturer shall submit a monthly test report to the
Engineer. This shall include;
- Number of good ties cast.
- Number of reject ties cast and reasons for rejection.
- Concrete compressive strength test results at transfer and
at 28 days.
- Range and standard deviation of the 28 day comprehensive
strength results.
- Complete range of out-out and adjacent tie gauging results
in bar graph form.
- Percentage probability of 28 day compressive strength
results failing to meet the minimum specified strength and
the actual number of failures.
- Tie RS + and C- loads to first crack.
- Average and standard deviation of the first crack loads.
- Percentage probability of the first crack loads failing to
meet the minimum specified load and the number of failures.
- The 28 day compressive strength results also presented as
frequency histogram.
- The average 28 day strength results, average first crack
loads and percentage probability of failing figures shall
also be plotted on graphs showing the corresponding results
for the previous 12 months or since production started,
whichever is the shorter period.
10.5.2 The manufacturer shall retain for a period of ten years all
test certificates provided by suppliers and outside testing
laboratories. Results of all inspection and testing carried out
by the manufacturer shall also be retained for 10 years.
11. SHIPPING REQUIREMENTS
Concrete ties should be shipped in open-top cars. Ties must be securely
braced for transportation to prevent any movement that will cause damage.
Ties shall he shipped in a horizontal position and braced with spacer
blocks in such a manner that the top surface or cast-in-place hardware does
not contact ties loaded above.
UPRR Concrete Tie Specification Page 16/18 September 2003
The vertical midpoint of tie ends shall not be loaded higher than the top
of the cars, nor more than six layers deep. Ties may be shipped with
additional hardware (clips, pads) attached from factory.
Ties shall not be shipped prior to achieving the required 28 day concrete
compressive strength in accordance with Section 5.2.6.b. Manufacturer shall
have a yarding system for storing ties in a systematic manner that allows
for easily locating any individual cast and for allowing first in, first
out shipping methodology.
Dunnage used for shipping shall be 19'4" to 19'6" long, 2-5/8" (+1/8" -0")
tall, and 2-5/8" to 3" wide Xxxxxxx Fir, Hemlock, Hem-Fir, or equivalent
compressive strength material to ensure minimal loss of dunnage height.
Dunnage shall be placed in the railseat on top of the railseat pad (if pad
is required) on all layers except for the top layer.
All shipments shall be QC released for shipment by using a yellow
inspection tag that is affixed to the rail car or truck and shows, at a
minimum, car number, qc inspector, and inspection date.
12. IDENTIFICATION
Each tie shall be marked with indented or raised letters or numerals to
identify the manufacturer, tie type, form designation, unique cast number,
and year of manufacture as approved by the Engineer.
13. QUALITY ASSURANCE
The manufacturer shall operate a quality assurance program. Before
production commences, he shall prepare a quality assurance manual for
approval by the Engineer.
This manual and the QA program shall comply with PCI and ISO 9001:2000.
14. INSPECTION
Inspectors shall have access, during working hours, to all parts of the
manufacturer's plant involved in tie production and to those parts of
suppliers plants engaged in producing materials or components for use in
the ties.
Inspectors shall also have access to the results of all tests carried out
by the manufacturer, suppliers and outside testing laboratories.
15. WARRANTY
The concrete ties shall be guaranteed by the manufacturer, effective from
the month and year of manufacture shown on the tie for a period of 5 years
against any defect attributable to manufacturer.
During the warranty period, if a substantial quantity of ties have to be
withdrawn form service due to a potential manufacture's defect, a
laboratory examination shall be performed.
In cases where a manufacturing fault is detected during the examination,
the manufacturer shall provide replacement ties for all defective ties at a
rate of 1.5 replacement ties for each defective tie.
UPRR Concrete Tie Specification Page 17/18 September 2003
If no agreement can be reached during the examination referred to above,
the matter shall be referred to independent specialists, acceptable to both
parties, to settle the dispute. The cost shall be borne by the party found
to be responsible.
The defective ties shall remain the property of the Railroad.
UPRR Concrete Tie Specification Page 18/18 September 2003
EXHIBIT C
TO
AGREEMENT
[Tucson Plant Construction Schedule.]
1
EXHIBIT C
TO
AGREEMENT
CXT TUCSON PLANT CONSTRUCTION AND CRITCAL PATH SCHEDULE
TUCSON
Calendar
Description: Days: 25 50 75 100 125 150 175 200 225 250 275 300 325 350
------------ -------- --- --- --- --- --- --- --- --- --- --- --- --- --- ---
1. Signed contract 0
2. Construction permitting 60
3. Crane/plant track
construction 70
4. Cranes on site/installed 200
5. Building construction
(incl. Batch plant) 200 Building completion
6. Manufacturing equip. on
site 270
7. Manufacturing equip.
install 60
8. Equipment commissioning 60
---
Total days: 365 10 months to commissioning
=== Total: 12 months for TUS
Note: This is using a highly accelerated permitting timeline.
EXHIBIT D
TO
AGREEMENT
[GI Plant Construction Schedule.]
1
EXHIBIT D
TO
AGREEMENT
CXT GRAND ISLAND PLANT CONSTRUCTION AND CRITCAL PATH SCHEDULE
GRAND ISLAND
Calender
Description: Days: 25 50 75 100 125 150 175 200 225 250 275 300
------------ -------- --- --- --- --- --- --- --- --- --- --- --- ---
1. Signed contract 0
2. Construction permitting 45
3. Track construction 70
4. Cranes on site/installed 200
5. Building
demolition/construction 75
6. Manufacturing equip. on
site 220
7. Manufacturing equip.
install 60
8. Equipment commissioning 60
---
Total days: 310 8 months to commissioning
=== Total: 10 months for GRI
EXHIBIT E
TO
AGREEMENT
[Special Tie Prices.]
1
EXHIBIT E TO
AGREEMENT
SPECIAL TIES PRICES
Tie Type (all ties are mid-production) UPRR Item # Price per Tie/Unit
-------------------------------------- ----------- ------------------
497S Grade 2 503-1000 *
10' Grade crossing ties with Safelok III shoulders 503-1802 *
8' 6" Guard Rail Tie (GRT) w/ Safelok III shoulders
and Vape inserts 503-1953 *
8' 6" Safelok III Bridge Tie with rubber pad
installed 503-1737 *
8' 6" Safelok III GRT Bridge Tie with rubber pad
installed 503-1954 *
Replacement Shoulder Double Stem Safelok 32644 503-5075 *
Replacement Shoulder Double Stem Safelok 38450 503-6002 *
Pricing is provided for the Section 2.7 details price adjustment
mid-production tie only, without process for new designs or
components or installation, assuming specifications.
Safelok III shoulders provided by
UPRR.
Pricing for components and Pricing shown for all ties and shoulders
installation will be based on the are for 2004, with PPI adjustments
installation, car loading, handling, applied per section 2.4.f.
and xxxx-ups presented in the
contract, section 2.4.C.
The price shown for Grade 2 ties Pricing shown are for existing designs
includes the cost of the shoulders, and Forms. Additional expenses for form
provided by CXT. changes related to new designs will be
passed on to UP.
Pricing shown for all ties and Section 2.7 details price adjustment
shoulders are for 2004, with PPI process for new designs or
adjustments applied per section specifications.
2.4.f.
----------
* Indicates the location of confidential data which has been omitted and
filed separately with the Securities and Exchange Commission.
EXHIBIT F
TO
AGREEMENT
Annual Adjustment Factor:
Beginning January 1, 2005, the rates shall be adjusted in the following manner:
The rate adjustment (increase or decrease) shall be made annually to the rate
(which equals the 2004 base price/tie + the fastening component installation
price + the fastening component handling charge + the Loading of Ties on
Concrete Tie Cars per Section 23) by multiplying the current rate by the Annual
Adjustment Factor. The Annual Adjustment Factor is the annual percentage change
in the identified Producer Price Indices according to the following formula:
1+[.30(PPI-Steel Mill Products) + .35(.50(PPI-Cement)) +
..35(.50(PPI-Sand/Gravel/Crushed Stone))]
The following schedule will be used in calculating the adjustments:
Adjustment Date Index Months
--------------- ------------
January 1, 2005 November 2003 vs November 2004
January 1, 2006 November 2004 vs November 2005
January 1, 2007 November 2005 vs November 2006
January 1, 2008 November 2006 vs November 2007
January 1, 2009 November 2007 vs November 2008
January 1, 2010 November 2008 vs November 2009
January 1, 2011 November 2009 vs November 2010
January 1, 2012 November 2010 vs November 2011
All percent changes will be rounded to a hundredth of a percent and all rates
will be rounded to whole cents based on the rounding rule that any fraction less
than one half will be dropped while any fraction equal to or greater than one
half will be increased to the next highest value. (See Hypothetical Example,
Exhibit G, Page 2).
If the BLS re-bases the PPI, the re-based values will be used in the annual
adjustment calculations. If a PPI value used in an adjustment is not re-based it
will be restated with a linking factor. This linking factor will equal the PPI
as re-based divided by the PPI on the old base (rounded to a thousandth of a
point) for the first period in which the PPI is published on both bases. The
linking factor will then be multiplied by the PPI value in need of re-basing
(rounded to a tenth of an index point).
HYPOTHETICAL EXAMPLE OF ANNUAL RATE ADJUSTMENT
FOR JANUARY 1, 2005*
PPI - WPU1017, Steel Mill Products
November 2004 PPI: 218.1 (Current Index)
November 2003 PPI: 215.1 (Prior Index)
Quarterly % Change 1.39%
PPI - WPU1322, Cement
November 2004 PPI: 197.1 (Current Index)
November 2003 PPI: 195.1 (Prior Index)
Quarterly % Change 1.03%
PPI - WPU1321, Sand/Gravel/Crushed Stone
November 2004 PPI: 186.1 (Current Index)
November 2003 PPI: 185.1 (Prior Index)
Quarterly % Change 0.54%
1+[.30(PPI-Steel Mill Products) + .35(.50(PPI-Cement)) +
.35(.50(PPI-Aggregates))]
1+[.30(.0139)+ .35(.50(.0103)+ .35(.50(.0054)]
1+[(.0042)+ .35(.005)+ .35(.003)]
1+[.0042)+ .0018+ .0011]
1+[.0071]
1.0071
Application to Rate:
Hypothetical Rate as of December 31 2004: $40.00 (rate as defined above)
Adjustment Percent Change: 0.71% (from above)
New Rate as of January 1, 2005: = $40.00 * [1 +.0071]
= $40.00 * [1.0071]
= $40.28
*NOTE: All index values, percent changes, and dollar amounts in the above
exhibit are for illustrative purposes only.
EXHIBIT G
TO
AGREEMENT
[CXT Insurance Coverage.]
------------------------------------------------------------------------------------------------------------------------------------
MARSH CERTIFICATE OF INSURANCE CERTIFICATE NUMBER
CLE-001179812-08
--------------------------------------------------------------------------
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO
Xxxxx USA Inc. RIGHTS UPON THE CERTIFICATE HOLDER OTHER THAN THOSE PROVIDED IN THE
Six PPG Place, Suite 300 POLICY, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE
Xxxxxxxxxx, XX 00000 AFFORDED BY THE POLICIES DESCRIBED HEREIN.
Attn: Xxxxxxxx Xxxxxx (000)000-0000 --------------------------------------------------------------------------
COMPANIES AFFORDING COVERAGE
051823-ALL-04/05 L.B. --------------------------------------------------------------------------
COMPANY
A STEADFAST INSURANCE COMPANY
------------------------------------------------------------------------------------------------------------------------------------
INSURED COMPANY
X.X. XXXXXX COMPANY B ZURICH INSURANCE COMPANY
ATTN: Xxxxx Xxxxx --------------------------------------------------------------------------
XX Xxx 0000 XXXXXXX
Xxxxxxxxxx, XX 00000 C SENTRY INSURANCE COMPANY
--------------------------------------------------------------------------
COMPANY
D
------------------------------------------------------------------------------------------------------------------------------------
COVERAGES
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE DESCRIBED HEREIN HAVE BEEN ISSUED TO THE INSURED NAMED HEREIN FOR THE
POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH
RESPECT TO WHICH THE CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN
IS SUBJECT TO ALL THE TERMS, CONDITIONS AND EXCLUSIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY
PAID CLAIMS.
------------------------------------------------------------------------------------------------------------------------------------
POLICY POLICY
CO EFFECTIVE EXPIRATION
LTR TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MM/DD/YY) LIMITS
------------------------------------------------------------------------------------------------------------------------------------
GENERAL LIABILITY GENERAL AGGREGATE $ 2,000,000
----------------------------------------
A [X] COMMERCIAL GENERAL LIABILITY SCO 3672553-02 01/01/04 01/01/05 PRODUCTS - COMP/OP AGG $ 2,000,000
----------------------------------------
[ ] [ ] CLAIMS MADE [X] OCCUR PERSONAL & ADV INJURY $ 1,000,000
----------------------------------------
[ ] OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE $ 1,000,000
----------------------------------------
[X] DEDUCTIBLE - $250,000/occur. FIRE DAMAGE (Any one fire) $ 300,000
----------------------------------------
[X] $1,000,000 Ded. Aggregate MED EXP (Any one person) $ 10,000
------------------------------------------------------------------------------------------------------------------------------------
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ _________
----------------------------------------
[ ] ANY AUTO BODILY INJURY $ _________
[ ] ALL OWNED AUTOS (Per Person)
[ ] SCHEDULED AUTOS ----------------------------------------
[ ] HIRED AUTOS BODILY INJURY $ _________
[ ] NON-OWNED AUTOS (Per accident)
[ ] ___________________________ ----------------------------------------
[ ] ___________________________ PROPERTY DAMAGE $ _________
------------------------------------------------------------------------------------------------------------------------------------
GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ _________
----------------------------------------
[ ] ANY AUTO OTHER THAN AUTO ONLY:
----------------------------------------
[ ] ___________________________ EACH ACCIDENT $ _________
----------------------------------------
[ ] ___________________________ AGGREGATE $ _________
------------------------------------------------------------------------------------------------------------------------------------
EXCESS LIABILITY EACH OCCURRENCE $10,000,000
----------------------------------------
B [X] UMBRELLA FORM AUC 9378203-00 01/01/04 01/01/05 AGGREGATE $10,000,000
----------------------------------------
[ ] OTHER THAN UMBRELLA FORM $ _________
------------------------------------------------------------------------------------------------------------------------------------
WORKERS COMPENSATION AND [X] WC STATUTORY [ ] OTHER
EMPLOYERS' LIABILITY LIMITS
----------------------------------------
C 00-00000-00 (AOS)) 01/01/04 01/01/05 EL EACH ACCIDENT $ 1,000,000
----------------------------------------
C THE PROPRIETOR/ [X] INCL 00-00000-00 01/01/04 01/01/05 EL DISEASE-POLICY LIMIT $ 1,000,000
PARTNERS/EXECUTIVE [ ] EXCL (MA & OR) ----------------------------------------
OFFICERS ARE: EL DISEASE-EACH EMPLOYEE $ 1,000,000
------------------------------------------------------------------------------------------------------------------------------------
OTHER
------------------------------------------------------------------------------------------------------------------------------------
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS
Union Pacific Railroad is named Additional Insured but only with regard to those sums that X. X. Xxxxxx Company Becomes legally
obligated to pay as damages because of bodily injury or property damage to which this general liability policy applies. Includes a
Waiver of Subrogation where applicable by law. The exclusions for railroads (except where the Job Site is more than fifty feet
(50') from any railroad including but not limited to tracks, bridges, trestles, roadbeds, terminals, underpasses or crossings),
and explosions, collapse and underground hazard shall be removed.
------------------------------------------------------------------------------------------------------------------------------------
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE POLICIES DESCRIBED HEREIN BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE INSURER AFFORDING COVERAGE WILL ENDEAVOR TO
Union Pacific Railroad MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED HEREIN, BUT
FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY
KIND UPON THE INSURER AFFORDING COVERAGE, ITS AGENTS OR REPRESENTATIVES,
OR THE ISSUER OF THIS CERTIFICATE.
--------------------------------------------------------------------------
XXXXX USA INC.
BY: R Xxxxx Xxxxxx /s/ R Xxxxx Xxxxxx
----------------------------------------
MM1(3/02) VALID AS OF: 04/07/04
------------------------------------------------------------------------------------------------------------------------------------
ADDITIONAL INFORMATION DATE (MM/DD/YY)
CLE-001179812-08 04/07/04
--------------------------------------------------------------------------
PRODUCER COMPANIES AFFORDING COVERAGE
Xxxxx USA Inc. --------------------------------------------------------------------------
Six PPG Place, Suite 300 COMPANY
Xxxxxxxxxx, XX 00000 E
Attn: Xxxxxxxx Xxxxxx (000)000-0000 --------------------------------------------------------------------------
COMPANY
051823-ALL-04/05 L.B. F
------------------------------------------------------------------------------------------------------------------------------------
INSURED COMPANY
X.X. XXXXXX COMPANY G
ATTN: Xxxxx Xxxxx --------------------------------------------------------------------------
XX Xxx 0000 XXXXXXX
Xxxxxxxxxx, XX 00000 H
------------------------------------------------------------------------------------------------------------------------------------
TEXT
The Workers Compensation policy contains an Alternate Employer Endorsement in favor of the Union Pacific Railroad. The General
Liability Policy includes an endorsement providing Severability of Interest. The Umbrella Policy follows forms.
------------------------------------------------------------------------------------------------------------------------------------
CERTIFICATE HOLDER
Union Pacific Railroad
--------------------------------------------------------------------------
XXXXX USA INC. BY
R Xxxxx Xxxxxx /s/ R Xxxxx Xxxxxx
----------------------------------------
PAGE
------------------------------------------------------------------------------------------------------------------------------------
Client#: 15056 LBFOST
------------------------------------------------------------------------------------------------------------------------------------
(XXXXX(TM) LOGO) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY)
01/07/04
------------------------------------------------------------------------------------------------------------------------------------
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
The HDH Group, Inc. P&C EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
USX Tower, Suite 1100 --------------------------------------------------------------------------
000 Xxxxx Xxxxxx
Xxxxxxxxxx, XX 00000-0000 INSURERS AFFORDING COVERAGE NAIC #
------------------------------------------------------------------------------------------------------------------------------------
INSURED INSURER A: Travelers Property & Casualty of Ame 25615
--------------------------------------------------------------------------
X.X. Xxxxxx Company INSURER B: Character Oak Fire Insurance Company 25615
000 Xxxxxxx Xxxxx --------------------------------------------------------------------------
Xxxxxxxxxx, XX 00000 INSURER C:
--------------------------------------------------------------------------
INSURER D:
--------------------------------------------------------------------------
INSURER E:
------------------------------------------------------------------------------------------------------------------------------------
COVERAGES
------------------------------------------------------------------------------------------------------------------------------------
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE
TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
------------------------------------------------------------------------------------------------------------------------------------
INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION
LTR INSRD TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MM/DD/YY) LIMITS
---- ----- --------------------------------- -------------- ---------------- ----------------- -------------------------------------
GENERAL LIABILITY EACH OCCURRENCE $_________
[ ] COMMERCIAL, GENERAL LIABILITY DAMAGE TO RENTED
[ ] [ ] CLAIMS MADE [ ] OCCUR PREMISES (Eg OCCURRENCE) $_________
[ ] _____________________________ MED EXP (Any one person) $_________
[ ] _____________________________ PERSONAL & ADV INJURY $_________
GENL AGGREGATE LIMIT APPLIES PER; GENERAL AGGREGATE $_________
[ ] POLICY [ ] PROJECT [ ] LOC PRODUCTS. COMP/OP AGG $_________
------------------------------------------------------------------------------------------------------------------------------------
A AUTOMOBILE LIABILITY 8100308B464TIL 01/01/04 01/01/05 COMBINED SINGLE LIMIT
B [X] ANY AUTO CAP200D8675COF 01/01/04 01/01/05 (Eg accident) $1,000,000
[ ] ALL OWNED AUTOS BODILY INJURY
[ ] SCHEDULED AUTOS (Per person) $_________
[X] HIRED AUTOS BODILY INJURY
[X] NON-OWNED AUTOS (Per accident) $_________
[ ] _____________________________ PROPERTY DAMAGE
[ ] _____________________________ (Per accident) $_________
------------------------------------------------------------------------------------------------------------------------------------
GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $_________
[ ] ANY AUTO OTHER THAN EA ACC $_________
[ ] AUTO ONLY: AGG $_________
------------------------------------------------------------------------------------------------------------------------------------
EXCESS UMBRELLA LIABILITY EACH OCCURRENCE $_________
[ ] OCCUR [ ] CLAIMS MADE AGGREGATE $_________
[ ] DEDUCTIBLE $_________
[ ] RETENTION $__________________ $_________
$_________
------------------------------------------------------------------------------------------------------------------------------------
WORKERS COMPENSATION AND [ ] WC STATUTORY [ ] OTHER
EMPLOYERS LIABILITY LIMITS
E.L. EACH ACCIDENT $_________
ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. DISEASE-EA EMPLOYEE $_________
OFFICER/MEMBER EXCLUDED? E.L. DISEASE-POLICY LIMIT $_________
If yes, describe under
SPECIAL PROVISIONS below
------------------------------------------------------------------------------------------------------------------------------------
OTHER
------------------------------------------------------------------------------------------------------------------------------------
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT /
SPECIAL PROVISIONS
THE ABOVE REFERENCED POLICY INCLUDES A WORKER'S COMPENSATION & EMPLOYEE
EXCLUSION WHICH APPLIES ONLY TO XX XXXXXX'X EMPLOYES. THE ABOVE REFERENCED
POLICY DOES NOT INCLUDE A RAILROAD EXCLUSION OR EXPLOSION, COLLAPSE AND
UNDERGROUND HAZARD EXCLUSION. SEVERABILITY OF INTEREST IS (SEE ATTACHED
DESCRIPTIONS)
------------------------------------------------------------------------------------------------------------------------------------
CERTIFICATE HOLDER CANCELLATION
------------------------------------------------------------------------------------------------------------------------------------
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
UNION PACIFIC RAILROAD EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30
DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT
FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON
THE INSURER, ITS AGENTS OR REPRESENTATIVES.
--------------------------------------------------------------------------
AUTHORIZED REPRESENTATIVE
/s/ Illegible
----------------------------------
------------------------------------------------------------------------------------------------------------------------------------
XXXXX 25 (2001/08) 1 of 3 #S91830/M87188 LF0 (C) XXXXX CORPORATION 1988
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be
endorsed. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,
certain policies may require an endorsement. A statement on this certificate
does not confer rights to the certificate holder in lieu of such endorsement(s).
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not
constitute a contract between the issuing insure(s), authorized representative
or producer, and the certificate holder, nor does it affirmatively or negatively
amend, extend or alter the coverage afforded by the policies listed thereon.
XXXXX 25-S (2001/08) 2 of 3 #S91830/M87188
DESCRIPTIONS (Continued from Page 1)
included in the policy form.
AMS 25.3 (2001/08) 3 of 3 #S91830/M87188
