| File |
Date |
Description |
|
| Access
Doors.doc |
07/05 |
This
special provision describes furnishing and installing access
doors and all incidental hardware in accordance with section
506 of the standard specifications, ANSI/AASHTO/AWS D1.5-95
Bridge Welding Code, as shown on the plans, and as hereinafter
provided.
|
|
| Adjusting
Diaphragms.doc |
07/05 |
This
special provision describes adjusting diaphragms and cross
frames where girders are vertically realigned.
Perform the work in accordance with section 506 of the
standard specifications, as shown on the plans, and as
hereinafter provided.
|
|
| Anchor
Assemblies Light Poles.doc |
07/05 |
This
special provision describes furnishing and installing anchor
bolt assemblies for light poles as shown on the plans, and as
hereinafter provided.
|
|
| Architectural
Surface Treatment.doc |
07/05 |
This special provision describes
constructing
a concrete masonry architectural surface treatment on the
exposed concrete surfaces of the structure, as detailed in the
plans, and as hereinafter provided.
|
|
| Asphalt
Panels |
05/07 |
This
special provision describes furnishing and placing asphalt protection in
accordance with Chapter 29, Part 2 of the American Railway
Engineering and Maintenance-of-Way Association (AREMA) Manual,
as shown on the plans, and as hereinafter provided. |
|
| Bearing
Maintenance .doc |
07/05 |
This
special provision describes removing the expansion bearings
at the abutments and piers, blast cleaning and painting them,
and reinstalling the bearings, in accordance with the plans
and as hereinafter provided.
|
|
| Bearing Repair.doc |
07/05 |
This
special provision describes removing the bearings at the
piers, blast cleaning and priming the bearings, furnishing and
placing shims, resetting the bearings, and furnishing and
placing new anchor bolts. All work shall be in accordance with
the pertinent provisions of the standard specifications, the
plans, and as hereinafter provided.
|
|
| Bitumen
Coating.doc |
07/05 |
This
special provision describes furnishing and applying
bituminous coating and primer to steel pile surfaces as
required on the plans, and as hereinafter provided.
|
|
| Cleaning and Painting Bearings.doc |
07/05 |
This
special provision describes cleaning and painting the existing
steel bearings on structures as shown on the plans, as
directed by the engineer, and in accordance with section 517
of the standard specifications.
|
|
| Cleaning Parapets.doc |
07/05 |
This
special provision describes cleaning the inside face and top
surface of the concrete parapet. This work shall be in
accordance with the plans, as directed by the engineer, and as
hereinafter provided.
|
|
| Clearance Gauge.doc |
07/05 |
This
special provision describes cleaning the end of a pier and
painting a clearance gauge on it. This work shall be in
accordance with the plans, as directed by the engineer, and as
hereinafter provided.
|
|
| Combination Railing.doc |
07/05 |
This
special provision describes furnishing and erecting a
pedestrian railing fabricated from structural steel and glue
laminated timber in accordance with the requirements of
sections 513 and 507 of the standard specifications, as shown
on the plans, directed by
the engineer, and as hereinafter provided.
|
|
| Concrete Masonry Bridges A-FA
A-S.doc |
07/05 |
Supplement subsection 501.3.1.3 of the standard
specifications as follows |
|
| Concrete Masonry Bridges Corrosion Inhibiting Admixture.doc |
07/05 |
This
special provision describes furnishing and incorporating a
corrosion inhibiting admixture into the bridge deck concrete in
accordance with the requirements of section 501 of the
standard specifications, the details as shown on the plans, and
as hereinafter provided.
|
|
| Concrete Masonry Bridges Lightweight.doc |
07/05 |
This
special provision describes furnishing and placing lightweight
concrete masonry for the open grid bridge deck in accordance
with section 502 of the standard specifications, as shown on
the plans, and as hereinafter provided.
|
|
| Concrete Masonry Bridges Steel Fibers.doc |
07/05 |
This special provision describes furnishing and adding
steel fiber reinforcement to the superstructure concrete. All
work shall be in accordance with section 502 of the standard
specifications and as hereinafter provided. |
|
| Concrete Masonry Deck Patching.doc |
07/05 |
This
special provision describes constructing a
grade E concrete masonry deck patching course on the sawed
deck preparation areas of the concrete bridge deck in
accordance with sections 502 and 509 of the standard
specifications, as shown on the plans, and as hereinafter
provided.
|
|
| Concrete Masonry Drilled Shafts.doc |
07/05 |
This special provision describes furnishing and placing
concrete in the drilled shafts.
This work shall be in accordance with the plans, the
pertinent sections of the standard specifications, as directed
by the engineer, and as hereinafter provided. |
|
| Concrete Masonry Overlay Silica Fume Modified.doc |
07/05 |
This
special provision describes furnishing and placing a silica
fume modified concrete masonry overlay in accordance with the
plans, the applicable parts of sections 501, 502 and 509 of
the standard specifications, as directed by the engineer, and
as hereinafter provided. |
|
| Concrete
Staining |
05/07 |
This
special provision describes furnishing and applying a two coat
concrete stain to the exposed concrete surfaces of the
structure as detailed in the plans, and as hereinafter
provided. |
|
| Concrete
Staining Multi- Color |
05/07 |
This
special provision describes furnishing and applying a
multi-color concrete stain to the exposed concrete surfaces of
the structure as detailed in the plans, and as hereinafter
provided.
|
|
| Conduit Hangers.doc |
07/05 |
This special provision describes furnishing and
installing hanger rod assemblies and concrete inserts for the
department’s signal and lighting conduits, in accordance
with the plans and as hereinafter provided. |
|
| Cored Holes.doc |
07/05 |
This special provision describes coring a two-inch
diameter core sample from a crack in the concrete structure
that has been repaired with the epoxy injection method. |
|
| Deck Drainage System.doc |
07/05 |
This special provision describes furnishing, coating,
and installing deck drains, in accordance with the plans, the
pertinent requirements of sections 514 and 612 of the standard
specifications, and as hereinafter provided. Included in this
work are the deck drain downspouts at the abutments and all
other components required for draining the bridge deck. |
|
| Deck Patching
Structure.doc |
07/05 |
This special provision describes removing unsound or
disintegrated portions of the concrete deck below the existing
surface, and placing a new concrete surface, in accordance
with the plans and section 509 of the standard specifications,
as directed by the engineer, and as hereinafter provided. |
|
| Diamond Grinding.doc |
07/05 |
This special provision describes diamond grinding the
surface of the existing concrete deck in a longitudinal
direction, as directed by the engineer, and as hereinafter
provided. |
|
| Drainage System.doc |
07/05 |
This special provision describes furnishing and installing a drainage system on
Structure B-XX-XXX. Work
shall be in accordance with details shown on the plans, the
pertinent requirements of the standard specifications, and as
hereinafter provided. |
|
| Earth Drilling.doc |
07/05 |
This special provision describes boring holes for the H-pile posts of a post and
panel retaining wall in accordance with details shown on the
plans, the pertinent requirements of the standard
specifications, and as hereinafter provided. |
|
| Epoxy Crack Sealing.doc |
07/05 |
This special provision describes sealing vertical
cracks in the abutments in accordance with the details shown on the plans, and as hereinafter provided. |
|
| Epoxy Injection
Crack Repair.doc |
07/05 |
This special provision describes repairing structural
cracks in the pier by the epoxy injection method, in
accordance with the requirements of section 509 of the
standard specifications, as shown on the plans, directed by
the engineer, and as hereinafter provided.
|
|
| Erecting Structural Steel.doc |
07/05 |
This
special provision describes erecting new structural
steel and placing new bearings for structure B-XX-XXX.
Work and material shall be in accordance with section
506 of the standard specifications, the plans, and as
hereinafter provided.
|
|
|
Expansion
Device Modular.doc |
08/06 |
This
special provision describes furnishing and installing a
shop-fabricated waterproof modular expansion device in
accordance with section 502 of the standard specifications,
the plans, and as hereinafter provided.
The modular expansion joint device shall seal the deck
surface, curbs, gutters and parapet walls as indicated on the
plans. Any
leaking or seeping of water through the joint will be cause
for rejection of the modular expansion device.
|
|
| Fabricated Expansion Bearing Assemblies.doc |
07/05 |
This
special provision describes furnishing, fabricating, storing,
and transporting to the project site the expansion bearing
assemblies in accordance with the details shown on the plans,
section 506 of the standard specifications, and as hereinafter
provided.
|
|
| Fabricated Fixed Bearing Assemblies.doc |
07/05 |
This
special provision describes furnishing, fabricating, storing,
and transporting to the project site the fixed bearing
assemblies in accordance with the details shown on the plans,
section 506 of the standard specifications, and as hereinafter
provided.
|
|
| Fence
Chain Link Vinyl Coated Retrofit.doc |
07/05 |
This
special provision describes
furnishing and installing new vinyl clad chain link fencing to
structures on the existing repainted framework in accordance
with the pertinent plan details, section 616 of the standard
specifications, as directed by the engineer and as hereinafter
provided.
|
|
| Fence
Chain Link Vinyl Coated.doc |
07/05 |
This
special provision describes
furnishing and installing new vinyl clad chain link fencing to
structures in accordance with the pertinent plan details,
section 616 of the standard specifications, as directed by the
engineer and as hereinafter provided.
|
|
| Fiber Wrap Column Reinforcing.doc |
07/05 |
This special provision describes providing a fiber wrap
system around concrete columns using high-strength, hybrid
fiber/epoxy composites field-applied to the columns in
accordance with the details shown on the plans, as directed by
the engineer, and as hereinafter provided. |
|
| Finger Expansion Device.doc |
07/05 |
This special provision describes furnishing and
installing expansion devices by welding in place to existing
expansion devices, in accordance with the details shown on the
plans, the pertinent provisions of the standard
specifications, and as hereinafter provided. |
|
| Foundation
Drilling |
05/07 |
This
special provision describes drilling/boring holes for the H
pile posts for the retaining wall. Work shall be in accordance
with the plans, the pertinent sections of the standard
specifications and as hereinafter provided. |
|
| Hanger Assembly.doc |
07/05 |
This
special provision describes furnishing and installing new
hanger plates, pins and bushings, in accordance with details
shown on the plans, the pertinent provisions of the standard
specifications, and as hereinafter provided.
|
|
| Membrane
Waterproofing .doc |
09/05 |
This special provision describes furnishing and installing
a rubber-based bonding adhesive and a layer of butyl rubber
sheeting continuously along the horizontal surface of the deck
plates, the vertically inclined surface of the ballast stop
plates, and the back face of the abutment backwalls of the
railroad structure, in accordance with the details shown on
the plans, as directed by the engineer, and as hereinafter
provided.
|
|
| Navigation
Lighting.doc |
07/05 |
This special provision describes furnishing and installing
navigation lighting in accordance with the plans, as directed
by the engineer, and as hereinafter provided. Furnishing and
installing conduit will be paid for under the appropriate bid
item.
|
|
| Pier Column Encasement.doc |
07/05 |
This
special provision describes removing all delaminated and loose
concrete, installing welded steel wire fabric, and encasing
the existing pier column with new concrete in accordance with
details shown on the plans, the pertinent provisions of the
standard specifications, and as hereinafter provided.
|
|
| Piling CIP Augered.doc |
07/05 |
This special provision describes placing 12 3/4-inch diameter cast-in-place
concrete piles in augered holes, in accordance with details
shown on the plans, the pertinent provisions of the standard
specifications, and as hereinafter provided. |
|
| Piling CIP Concrete Steel Oil Field Pipe.doc |
07/05 |
In
lieu of cast-in-place concrete piling, steel oil field pipe
may be furnished. Steel oil field pipe, if used, shall have a
minimum outside diameter of 8 5/8-inches.
|
|
| Piling CIP Concrete Steel Plate Ring.doc |
07/05 |
Weld
a 1/2-inch steel plate ring to the piling prior to driving.
Locate the ring on the piling where the original ground
line is expected to be after driving.
|
|
| Piling CIP Concrete Wall Thickness.doc |
07/05 |
Furnish
piling with a minimum wall thickness of 0.25 inches.
|
|
| Piling
Steel Delivered HP.doc |
08/06 |
This
special provision describes furnishing and placing steel HP
piling of the lengths and at the locations shown on the plans.
This work shall be in accordance with section 511 of the
standard specifications, the plan details, and as hereinafter
provided.
|
|
| Piling Steel Sheet Temporary with Tiebacks.doc |
07/05 |
This
special provision describes designing, furnishing and
installing temporary steel sheet piling with tiebacks in
accordance with section 512 of the standard specifications,
and as hereinafter provided.
|
|
| Preboring Steel Piling.doc |
07/05 |
This
special provision describes preboring into dense soil or sound
rock and filling the area around the piling with sand as shown
on the plans and as hereinafter provided.
|
|
| Precast Prestressed Concrete Deck Panels.doc |
07/05 |
This special provision describes manufacturing,
transporting, and erecting precast prestressed concrete deck
panels in accordance with the plans, the pertinent sections of
the standard specifications, and as hereinafter provided. |
|
| Prefabricated
Steel Truss Pedestrian Bridge.doc |
02/08 |
This
special provision describes furnishing a fully engineered,
fabricated steel truss pedestrian bridge structure, including
bearings, and transporting and erecting it as shown in the
plans, in accordance with part 5 of the standard
specifications, and as hereinafter provided.
These specifications shall be regarded as minimum
standards for design and construction.
|
|
| Prestressed
Girders Box Type.doc |
08/06 |
This special provision describes fabricating,
furnishing, transporting, and erecting box type prestressed
girders, in accordance with section 503 of the standard
specifications, as directed by the engineer, and as
hereinafter provided. |
|
| Removing
Asphaltic Concrete Deck Overlay.doc |
12/05 |
This
special provision describes removing the 1 1/2-inch minimum
thickness asphaltic concrete overlay with an underlayment of
waterproof membrane by milling the entire bridge deck, in
accordance with section 204 of the standard specifications,
the plans, and as hereinafter provided.
|
|
| Removing Asphaltic Concrete Overlay Existing 3-Inch.doc |
07/05 |
This
special provision describes removing and disposing of the
existing 3-inch asphaltic concrete overlay on the bridge deck
along with a portion of the concrete deck along both gutters
as shown on the plans, and as hereinafter provided.
|
|
| Removing
Concrete Masonry Deck Overlay.doc |
5/07 |
This
special provision describes removing the 1 1/2-inch minimum
thickness Grade C or Grade E concrete masonry deck overlay by
milling the entire bridge deck, in accordance with section 204
of the standard specifications, the plans, and as hereinafter
provided.
|
|
| Removing
Crushed Aggregate Slope Paving.doc |
07/05 |
This
special provision describes removing and disposing of
asphaltic-coated crushed aggregate slope paving as shown in
the plans, in accordance with section 204 of the standard
specifications, and as hereinafter provided.
|
|
| Removing
Seal Coat.doc |
07/05 |
This special provision describes removing the seal coat
by milling the entire bridge deck, in accordance with section
204 of the standard specifications, the plans, and as
hereinafter provided. |
|
| Removing
Sign Bridge.doc |
07/05 |
This
special provision describes removing the sign and sign
lighting units, the sign bridge walkway, the three-section
aluminum truss, the towers, and the footings at the location
shown on the plans, as directed by the engineer, and as
hereinafter provided.
|
|
| Reseal
Crushed Aggregate Slope Paving.doc |
08/06 |
This
special provision describes sealing the existing crushed
aggregate slope paving in accordance with pertinent provisions
of section 604 of the standard specifications, as directed by
the engineer, and as hereinafter provided.
|
|
| Reset
Existing Bearings.doc |
08/06 |
This
special provision describes raising the girders on Structure
B-XX-XXX, removing the existing fixed bearings at the
abutments and the east expansion bearings at Pier 1, and
resetting the bearings to original plumb configuration, as
shown in the plans, as directed by the engineer, and as
hereinafter provided.
|
|
| Rock
Drilling 27-Inch Diameter.doc |
08/06 |
This
special provision describes boring holes for H-pile posts that
will be used for the retaining wall. This work shall be in
accordance with pertinent requirements of the standard
specifications, the plans, and as hereinafter provided.
|
|
| Sawing
Pavement Deck Preparation Areas.doc |
08/06 |
This
special provision describes sawing the boundaries of the
existing concrete on the bridge deck that has been sounded and
marked for deck preparation. These boundaries will be at least
2-inches and not greater than 6-inches outside of the unsound
or disintegrated areas of concrete, as directed or marked by
the engineer in the field.
|
|
| Slope
Paving Breaker Run.doc |
08/06 |
This
special provision describes furnishing and placing breaker run
slope paving on the abutment slopes of Structure B-XX-XXX.
Construct this work to the elevations, lines, grades,
depth, and cross section indicated on the plans, in accordance
with the applicable provisions of section 604 of the standard
specifications pertinent to crushed aggregate slope paving, as
directed by the engineer, and as hereinafter provided.
|
|
| Slope
Paving Repair Crushed Aggregate.doc |
08/06 |
This
special provision describes furnishing and placing crushed
aggregate slope paving where erosion has occurred.
This work shall be in accordance with section 604 of
the standard specifications, the plans, and as hereinafter
provided.
|
|
| Special
Surface Finish Sandblast.doc |
08/06 |
This
special provision describes giving exposed concrete areas of
the structure a light sandblast.
|
|
| Stone
Facing.doc |
08/06 |
This
special provision describes furnishing and placing stone to
face all abutment wingwalls, as shown on the plans, and as
hereinafter provided.
|
|
| Stone
Facing Field Stone.doc |
08/06 |
This
special provision describes furnishing and placing a natural
field stone fascia on the parapet, wingwalls, abutment, and
deck edge, as shown on the plans, and as hereinafter provided.
|
|
| Temporary
Shoring Railroad.doc |
07/05 |
This special
provision describes furnishing and installing temporary
shoring at locations alongside railroad tracks as shown in the
plan and in accordance with the shoring design requirements. |
|
| Treated
Lumber and Timber.doc |
08/06 |
This special provision describes work in accordance
with section 507 of the standard specifications, the plans,
and as hereinafter provided. |
|
| Treated
Timber Posts.doc |
08/06 |
This
special provision describes furnishing posts in accordance
with the plans, the standard specifications, and as
hereinafter provided.
|
|
| Underwater
Foundation Inspection.doc |
12/07 |
This
special provision describes providing underwater inspections
of the pier foundation(s) in accordance with 206.3.12 of the
standard specifications and as hereinafter provided.
|
|
. 