1995 Standard Specifications Book Last Update (04/18/2002)
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DIVISION IV - STRUCTURES
(Items 427 through 445)
Table Of Contents
ITEM NO. - TITLE AND REQUIREMENTS
427 - SURFACE FINISHES FOR CONCRETE
SPECIFICATION REQUIREMENTS
1) Grade and/or class of finish will be specified on the plans, for finish other than ordinary
surface finish.
2) This is a plans quantity measurement Item.
OPTIONAL REQUIREMENTS
1) When class E finish is permitted, it shall be in accordance with Item 446.
2) When class C finish is permitted, it shall be in accordance with Item 526.
3) When epoxy waterproofing is required, it shall be in accordance with Special Specification 5381.
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Class A Finish for Existing Concrete" |
M2 |
2) |
"Class B Finish for Existing Concrete" |
M2 |
3) |
"Class A or B Finish for Existing
Concrete" |
M2 |
4) |
"Class D Finish for Existing Concrete" |
M2 |
5) |
"Class E Finish for Existing Concrete" |
M2 |
6) |
"Epoxy Waterproofing" |
M2 |
REFERENCE ITEMS
(420)
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428 - CONCRETE SURFACE TREATMENT
SPECIFICATION REQUIREMENTS
1) Any surface receiving a surface finish under Item 427 will not get a surface treatment
under Item 428.
2) This is a plans quantity measurement Item.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Concrete Surface Treatment" |
M2 |
REFERENCE ITEMS
(427)
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429 - CONCRETE STRUCTURE REPAIR
SPECIFICATION REQUIREMENTS
1) Size and location of drive pins, studs, or expansion bolts and method of attaching new
reinforcing steel will be detailed on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Concrete Structure Repair" |
M2 |
REFERENCE ITEMS
(420, 421, 431, 440, 5381)
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430 - EXTENDING CONCRETE STRUCTURES
SPECIFICATION REQUIREMENTS
1) Details will be shown on the plans.
2) Portions of the old structures to be removed will be to the lines and dimensions shown on the plans.
3) This is a plans quantity measurement Item.
OPTIONAL REQUIREMENTS
1) When welding is shown on the plans, it shall be in accordance with Item 448.
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Class ___ Concrete for Extending
Structures (Type Specified)" |
M3, M2, M, EA |
REFERENCE ITEMS
(420, 421, 427, 433, 440, 520, 522, 524, 526)
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431 - PNEUMATICALLY PLACED CONCRETE
SPECIFICATION REQUIREMENTS
1) Type of concrete shall be shown on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Pneumatically Placed Concrete
(Encasement)" |
M2 |
2) |
"Pneumatically Placed Concrete
(Repair)" |
M3 |
REFERENCE ITEMS
(421, 433, 437, 440, 522)
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432 - RIPRAP
SPECIFICATION REQUIREMENTS
1) Show type, details and thickness of riprap on the plans.
2) If concrete riprap is other than Class B, it needs to be shown on the plans.
3) Concrete riprap will be reinforced using wire or bar reinforcement unless otherwise
shown on the plans.
4) Show type and grade of aggregate conforming to Item 247 for cement stabilized riprap
on the plans.
5) If filter fabric is required, it needs to be shown on the plans.
6) Special riprap will be as shown on the plans.
OPTIONAL REQUIREMENTS
1) When cement stabilized riprap is required, it shall be in accordance with Item 247.
2) When class II riprap is required, it shall be in accordance with Item 431.
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Riprap (Type or Classification
Specified)" |
M3 |
REFERENCE ITEMS
(420, 421, 440)
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433 - JOINT SEALANTS AND FILLERS
SPECIFICATION REQUIREMENTS
1) Class of joint sealants shall be shown on the plans.
OPTIONAL REQUIREMENTS
None
PAYMENT AND MEASUREMENT
Subsidiary to the various bid items in the contract.
REFERENCE ITEMS
(492)
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434 - SLIDING ELASTOMERIC BEARINGS
SPECIFICATION REQUIREMENTS
1) Details must be shown on the plans.
2) Pad thickness must be shown on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Sliding Elastomeric Bearing
(Type Specified)" |
EA |
REFERENCE ITEMS
None
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435 - ELASTOMERIC MATERIALS
SPECIFICATION REQUIREMENTS
1) Elastomeric bearings will be specified on the plans by hardness, size and configuration.
2) Specify on the plans, if elastomeric bearings may be either "Plain" or "Laminated".
3) Details for waterstops will be shown on the plans.
4) Nylon reinforced neoprene sheet thickness will be shown on the plans.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Elastomeric Bearing (Type
Specified)" |
EA |
REFERENCE ITEMS
None
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437 - CONCRETE ADMIXTURES
SPECIFICATION REQUIREMENTS
1) Air content shall be in accordance with Item 421, unless otherwise shown on the plans.
OPTIONAL REQUIREMENTS
None
PAYMENT AND MEASUREMENT
Subsidiary to the various bid items in the contract.
REFERENCE ITEMS
(421)
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438 - CLEANING AND/OR SEALING JOINTS AND CRACKS (PORTLAND CEMENT CONCRETE)
SPECIFICATION REQUIREMENTS
1) Type and/or class of material to be used for sealing joints and cracks will be as shown on the plans.
2) The cutting dimensions for the grooves for the preparation of cracks will be shown on the plans.
OPTIONAL REQUIREMENTS
1) When cleaning of armor joints is required, it shall be in accordance with Item 446.
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Cleaning of Existing Joints" |
M |
2) |
"Cleaning and Sealing of Existing
Joints" |
M |
3) |
"Cleaning and Sealing Cracks" |
M |
REFERENCE ITEMS
(433)
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439 - CONCRETE OVERLAY OF STRUCTURE DECKS
SPECIFICATION REQUIREMENTS
1) Unless otherwise shown, Type I cement is used with concrete overlays and
Type II cement is used with dense concrete overlays.
2) This is a plans quantity measurement Item.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Slab Repair (Type 1)(Depth
Specified)" |
M2 |
2) |
"Slab Repair (Type 2)(Depth
Specified)" |
M2 |
3) |
"Concrete Overlay (Depth Specified)" |
M2 |
4) |
"Dense Concrete Overlay (Depth
Specified)" |
M2 |
REFERENCE ITEMS
(420, 421, 428, 440, 483, 485)
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440 - REINFORCING STEEL
SPECIFICATION REQUIREMENTS
1) Shapes of bends shall be shown on the plans.
2) Epoxy coating when required, shall be shown on the plans.
3) Must copy the note for Item 440 located in ROSCOE File "A8B.REBAR" under Central
ROSCOE Key "D480504" and include this note in the "General Notes and Specification
Data" whenever referencing Item 440 in the plans.
OPTIONAL REQUIREMENTS
1) When required, blast cleaning shall be in accordance with Item 446.
2) When field welding is required, it shall be in accordance with Item 448.
PAYMENT AND MEASUREMENT
Subsidiary to the various bid items in the contract.
REFERENCE ITEMS
None
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441 - STEEL STRUCTURES
SPECIFICATION REQUIREMENTS
1) This item will govern for the fabrication and erection of structural steel and other materials.
OPTIONAL REQUIREMENTS
1) When concrete is placed below grade, the bearing area may be raised to grade
by beds of mortar conforming to the requirements of Item 421.
2) When shown on the plans, bearing devices shall be placed on preformed fabric pads,
manufactured in accordance with Item 434.
3) Unless otherwise provided, the application of paint shall conform to the requirements
of Item 446.
4) When field welding is required, it will be in accordance with Item 448.
PAYMENT AND MEASUREMENT
Subsidiary to the various bid items in the contract.
REFERENCE ITEMS
(420, 442, 447)
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442 - METAL FOR STRUCTURES
SPECIFICATION REQUIREMENTS
1) Specify type of steel strength designation on the plans.
2) If structural steel (HS or structural steel XHS) is specified, then the grade of material will
be shown on the plans.
3) Specify the class of material for the steel forgings on the plans.
4) The thickness of the steel deep beam rail will be shown on the plans.
5) This is a plans quantity measurement Item.
OPTIONAL REQUIREMENTS
1) Galvanizing is required, it shall be in accordance with Item 445.
2) When painting is required, it shall be in accordance with Item 446.
3) When high strength bolts are required, it shall be in accordance with Item 447.
4) When welding is required, it shall be in accordance with Item 448.
5) When anchor bolts are required, it shall be in accordance with Item 449.
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Structural Steel-HYC" |
KG |
2) |
"Structural Steel-HS" |
KG |
3) |
"Structural Steel (Type Specified or Other
Metal Classification Specified)" |
KG |
REFERENCE ITEMS
(441)
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443 - PERMANENT METAL DECK FORMS
SPECIFICATION REQUIREMENTS
1) Details must be shown on the plans.
OPTIONAL REQUIREMENTS
1) When required, galvanized coating shall be thoroughly cleaned and repaired
in accordance with Item 445.
PAYMENT AND MEASUREMENT
Subsidiary to the various bid items in the contract.
REFERENCE ITEMS
(441, 448)
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444 - BRIDGE PROTECTIVE ASSEMBLY
SPECIFICATION REQUIREMENTS
1) Installed at locations shown on the plans.
2) Details must be shown on the plans.
3) Protective angle length must be shown on the bridge layout when bid as "Bridge Protective
Assembly", "Protective Angle" or "Protective Angle with Sign Bracket".
4) Need to indicate distance to nearest bent along beam, when angle is required.
OPTIONAL REQUIREMENTS
None
|
PAYMENT DESCRIPTION |
UNITS |
1) |
"Bridge Protective Assembly" |
EA |
2) |
"Protective Angle" |
EA |
3) |
"Protective Angle with Sign Bracket |
EA |
4) |
"Sign Bracket" |
EA |
5) |
"Sign and Bracket" |
EA |
REFERENCE ITEMS
(442, 445)
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445 - GALVANIZING
SPECIFICATION REQUIREMENTS
1) Items to be galvanized shall be shown on the plans.
OPTIONAL REQUIREMENTS
None
PAYMENT AND MEASUREMENT
Subsidiary to the various bid items in the contract.
REFERENCE ITEMS
None
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