751.6 General Quantities

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751.6.1 Index of Quantities

The following list of pay items shall be used as a guide when preparing the Table of Estimated Quantities to be shown on the bridge plans. The pay items shall be listed on the plans in numerical order according to the Item Number. The Item Number is for information only and is not to be listed in the Table of Estimated Quantities. For pay items not listed, see the Review Section. For more information about pay items, see Pay Items Spreadsheet (For MoDOT Bridge access only).

Accuracy and Rounding

When performing multi-step calculations as in the case of computing the final estimated quantities, keep at least one more significant digit in the intermediate result than needed in the final answer, in this case the final estimated quantity. Hence, the accuracy given in the following indexed table of quantities represents the plan reporting accountability to which the final estimated quantity is subject to for measurement and payment.

Round final calculation to the nearest unit increment given as the plan reporting accuracy and show on plans. Rounding should follow generally accepted rules and be agreeable to those responsible for estimating the final estimated quantities.

Items in the table below can also be found in the Missouri Standard Specifications for Highway Construction

Item Number	Plan Reporting Accuracy	Units	Item Description
Sec 202 – Removal of Roadways and Buildings
202-40.18	1	linear foot	Removal of Miscellaneous ACM (Non-Friable)
202-40.43	1	sq. foot	Removal of Miscellaneous ACM (Non-Friable)
Sec 206 – Excavation for Structures
206-10.00	5	cu. yard	Class 1 Excavation
206-10.03	1	cu. yard	Class 1 Excavation in Rock (*)
206-20.00	1	cu. yard	Class 2 Excavation
206-20.03	1	cu. yard	Class 2 Excavation in Rock (*)
206-33.00	5	cu. yard	Class 4 Excavation
206-34.00	1	cu. yard	Class 4 Excavation in Rock (*)
* Note: Use when cross-sections indicate rock will be encountered and quantity is more than 10 cu. Yard. If there is less than 10 cu. yards of total excavation in rock, no Excavation in Rock pay items should be listed in the Estimated Quantities. Excavation in rock will be paid in accordance with Sec 109. Check with Project Manager when computing this item.
206-36.00	1	linear foot	Supplementary Foundation Test Holes (NX)
206-36.10	1	linear foot	Supplementary Cored Holes
206-40.00	1	cu. yard	Porous Backfill
206-55.00	1	lump sum	Temporary Shoring
206-60.02 to 206-60.12	1	lump sum	Cofferdams - Bent xx Note: Use a separate pay item for each bent. Item numbers established for only Bent 2 thru Bent 12.
206-99.01	1	lump sum	Misc.
206-99.02	1	each	Misc.
206-99.03	1	linear foot	Misc.
206-99.04	1	sq. foot	Misc.
206-99.05	1	sq. yard	Misc.
206-99.07	0.1	cu. yard	Misc.
Sec 216 – Removals for Bridge Structures
216-05.00	1	lump sum	Removal of Bridges
216-05.01	1	lump sum	Match Marking and Storing Superstructure
216-10.00	1	sq. yard	Scarification of Bridge Deck Note: Do not use with concrete wearing surface removals.
216-10.01	1	sq. yard	Total Surface Hydro Demolition
216-15.00	1	sq. foot	Removal of Seal Coat or Polymer Wearing Surface Note: Do not use for unbonded removal.
216-15.01	1	sq. foot	Removal of Asphalt Wearing Surface
216-15.02	1	sq. foot	Removal of Concrete Wearing Surface Note: Use for all concrete wearing surfaces.
216-15.03	1	sq. foot	Removal of Existing Deck Repair Note: Use with Hydro demolition when required.
216-20.00	1	linear foot	Removal and Storage of Existing Bridge Rail
216-25.00	1	sq. foot	Removal of Existing Bridge Deck
216-30.00	1	sq. foot	Partial Removal of Existing Bridge Deck
216-35.00	1	lump sum	Partial Removal of Culvert Concrete
216-35.01	1	lump sum	Partial Removal of Culvert-Bridge Concrete
216-35.02	1	lump sum	Partial Removal of Substructure Concrete
216-40.00	1	linear foot	Curb Removal Note: Use for just removal of curbs including for thrie beam installation.
216-45.00	1	linear foot	Removal of Existing Expansion Joint & Adjacent Concrete Note: Also use concrete and reinforcing steel pay items for replacement of expansion joint system.
216-50.00	1	linear foot	Removal of Existing Expansion Joint Seal or Sealant Note: Also use Concrete and Reinforcing Steel pay items for replacement of expansion joint system.
216-55.00	1	lump sum	Removal of Cathodic Protection System
216-99.01	1	lump sum	Misc.
216-99.02	1	each	Misc.
216-99.03	1	linear foot	Misc.
216-99.04	1	sq. foot	Misc.
216-99.05	1	sq. yard	Misc.
Sec 403 – Asphaltic Concrete Pavement
403-10.50	1	sq. yard	Optional Asphaltic Concrete Wearing Surface (Bridges)
Sec 407 – Tack Coat
407-10.05	1	gallon	Tack Coat
Sec 409 – Seal Coat
409-10.48	1	gallon	Emulsified Asphalt, Seal Coat
409-40.01	1	sq. yard	Seal Coat Aggregate, Grade A1
409-40.11	1	sq. yard	Seal Coat Aggregate, Grade B1
Sec 413 – Surface Treatments
413-33.00	1	sq. yard	Optional Ultrathin Bonded Asphalt Wearing Surface (Bridges)
Sec 503 – Bridge Approach Slab
503-10.10A	1	sq. yard	Bridge Approach Slab (Major)
503-10.11A	1	sq. yard	Bridge Approach Slab (Minor)
Sec 505 – Bridge Deck Concrete Wearing Surface
505-00.01	1	sq. yard	Optional Concrete Wearing Surface
505-00.02	1	sq. yard	Optional Very Early Strength Concrete Wearing Surface
505-00.03	1	sq. yard	Reinforced Concrete Wearing Surface
505-00.04	1	cu. yard	Supplementary Wearing Surface Material Note: Use with total surface hydro demolition to pay for monolithic deck repair.
505-10.00	1	sq. yard	Low Slump Concrete Wearing Surface Note: Use with SPM or SLE approval (typically only allowed as a choice with 505-00.01).
505-20.00	1	sq. yard	Latex Modified Concrete Wearing Surface
505-30.00	1	sq. yard	Silica Fume Concrete Wearing Surface
505-40.00	1	sq. yard	Latex Modified Very Early Strength Concrete Wearing Surface
505-50.00	1	sq. yard	CSA Cement Very Early Strength Concrete Wearing Surface
505-60.00	1	sq. yard	Steel Fiber Reinforced Concrete Wearing Surface
505-70.00	1	sq. yard	Polyester Polymer Concrete Wearing Surface
505-99.05	1	sq. yard	Misc.
Sec 605 - Underdrainage
605-20.10A	1	linear foot	Structural Underdrain
Sec 607 - Fencing
607-10.50	1	linear foot	Chain-Link Fence (Retaining Walls)
607-10.54	1	linear foot	(42 in.) Property Fence (Structures)
607-10.55	1	linear foot	(60 in.) Property Fence (Structures)
607-10.56	1	linear foot	(72 in.) Property Fence (Structures)
607-10.57	1	linear foot	(84 in.) Property Fence (Structures)
607-10.58	1	linear foot	(96 in.) Property Fence (Structures)
607-10.60	1	linear foot	Pedestrian Fence (Structures)
607-10.65	1	linear foot	(60 in.) Pedestrian Fence (Structures)
607-10.66	1	linear foot	(72 in.) Pedestrian Fence (Structures)
607-10.67	1	linear foot	(96 in.) Curved Top Pedestrian Fence (Structures)
607-10.68	1	linear foot	(120 in.) Pedestrian Fence (Structures)
607-30.00	1	linear foot	(30 in.) Decorative Pedestrian Fence (Structures)
607-30.01	1	linear foot	(48 in.) Decorative Pedestrian Fence (Structures)
607-30.02	1	linear foot	(60 in.) Decorative Pedestrian Fence (Structures)
607-30.03	1	linear foot	(72 in.) Decorative Pedestrian Fence (Structures)
607-30.04	1	linear foot	(96 in.) Decorative Pedestrian Fence (Structures)
607-99.03	1	linear foot	Misc.
Sec 615 – Office for Engineer
615-10.05	1	lump sum	Water Transportation for Engineer
Sec 623 – Polymer Products
623-00.01	1	sq. yard	Optional Polymer Wearing Surface
623-30.00	1	sq. yard	Epoxy Polymer Wearing Surface
623-40.00	1	cu. foot	Polymer Concrete
623-50.00	1	sq. yard	MMA Polymer Slurry Wearing Surface
623-99.05	1	sq. yard	Misc.
Sec 701 – Drilled Shafts
701-11.00	0.1	linear foot	Drilled Shafts (1 ft. 0 in. Dia.)
701-11.01	0.1	linear foot	Drilled Shafts (1 ft. 6 in. Dia.)
701-11.02	0.1	linear foot	Drilled Shafts (2 ft. 0 in. Dia.)
701-11.03	0.1	linear foot	Drilled Shafts (2 ft. 6 in. Dia.)
701-11.04	0.1	linear foot	Drilled Shafts (3 ft. 0 in. Dia.)
701-11.05	0.1	linear foot	Drilled Shafts (3 ft. 6 in. Dia.)
701-11.06	0.1	linear foot	Drilled Shafts (4 ft. 0 in. Dia.)
701-11.07	0.1	linear foot	Drilled Shafts (4 ft. 6 in. Dia.)
701-11.08	0.1	linear foot	Drilled Shafts (5 ft. 0 in. Dia.)
701-11.09	0.1	linear foot	Drilled Shafts (5 ft. 6 in. Dia.)
701-11.10	0.1	linear foot	Drilled Shafts (6 ft. 0 in. Dia.)
701-11.11	0.1	linear foot	Drilled Shafts (6 ft. 6 in. Dia.)
701-11.12	0.1	linear foot	Drilled Shafts (7 ft. 0 in. Dia.)
701-11.13	0.1	linear foot	Drilled Shafts (7 ft. 6 in. Dia.)
701-11.14	0.1	linear foot	Drilled Shafts (8 ft. 0 in. Dia.)
701-11.15	0.1	linear foot	Drilled Shafts (8 ft. 6 in. Dia.)
701-11.16	0.1	linear foot	Drilled Shafts (9 ft. 0 in. Dia.)
701-11.17	0.1	linear foot	Drilled Shafts (9 ft. 6 in. Dia.)
701-11.18	0.1	linear foot	Drilled Shafts (10 ft. 0 in. Dia.)
701-12.00	0.1	linear foot	Rock Sockets (1 ft. 0 in. Dia.)
701-12.01	0.1	linear foot	Rock Sockets (1 ft. 6 in. Dia.)
701-12.02	0.1	linear foot	Rock Sockets (2 ft. 0 in. Dia.)
701-12.03	0.1	linear foot	Rock Sockets (2 ft. 6 in. Dia.)
701-12.04	0.1	linear foot	Rock Sockets (3 ft. 0 in. Dia.)
701-12.05	0.1	linear foot	Rock Sockets (3 ft. 6 in. Dia.)
701-12.06	0.1	linear foot	Rock Sockets (4 ft. 0 in. Dia.)
701-12.07	0.1	linear foot	Rock Sockets (4 ft. 6 in. Dia.)
701-12.08	0.1	linear foot	Rock Sockets (5 ft. 0 in. Dia.)
701-12.09	0.1	linear foot	Rock Sockets (5 ft. 6 in. Dia.)
701-12.10	0.1	linear foot	Rock Sockets (6 ft. 0 in. Dia.)
701-12.11	0.1	linear foot	Rock Sockets (6 ft. 6 in. Dia.)
701-12.12	0.1	linear foot	Rock Sockets (7 ft. 0 in. Dia.)
701-12.13	0.1	linear foot	Rock Sockets (7 ft. 6 in. Dia.)
701-12.14	0.1	linear foot	Rock Sockets (8 ft. 0 in. Dia.)
701-12.15	0.1	linear foot	Rock Sockets (8 ft. 6 in. Dia.)
701-12.16	0.1	linear foot	Rock Sockets (9 ft. 0 in. Dia.)
701-12.17	0.1	linear foot	Rock Sockets (9 ft. 6 in. Dia.)
701-13.00	1	each	Video Camera Inspection
701-14.00	0.1	linear foot	Foundation Inspection Holes
701-16.00	1	each	Sonic Logging Testing
701-17.00	1	each	Drilled Shaft Load Tests
701-99.01	1	lump sum	Misc.
701-99.02	1	each	Misc.
701-99.03	0.1	linear foot	Misc.
Sec 702 – Load-Bearing Piles
702-10.10	1	linear foot	Structural Steel Piles (10 in.)
702-10.12	1	linear foot	Structural Steel Piles (12 in.)
702-10.14	1	linear foot	Structural Steel Piles (14 in.)
702-11.14	1	linear foot	Cast-In-Place Concrete Piles (14 in.)
702-11.16	1	linear foot	Cast-In-Place Concrete Piles (16 in.)
702-11.20	1	linear foot	Cast-In-Place Concrete Piles (20 in.)
702-11.24	1	linear foot	Cast-In-Place Concrete Piles (24 in.)
702-12.10	1	linear foot	Galvanized Structural Steel Piles (10 in.)
702-12.12	1	linear foot	Galvanized Structural Steel Piles (12 in.)
702-12.14	1	linear foot	Galvanized Structural Steel Piles (14 in.)
702-13.14	1	linear foot	Galvanized Cast-In-Place Concrete Piles (14 in.)
702-13.16	1	linear foot	Galvanized Cast-In-Place Concrete Piles (16 in.)
702-13.20	1	linear foot	Galvanized Cast-In-Place Concrete Piles (20 in.)
702-13.24	1	linear foot	Galvanized Cast-In-Place Concrete Piles (24 in.)
702-30.00	1	linear foot	Probe Piles
702-40.00	1	each	Static Load Test Piles
702-50.01	1	each	Dynamic Pile Testing
702-50.02	1	each	Pile Wave Analysis
702-50.03	1	linear foot	Pilot Hole
702-50.04	1	each	Dynamic Pile Restrike Testing
702-60.00	1	linear foot	Pre-Bore for Piling Note: Compute this to nearest foot for each hole.
702-70.00	1	each	Pile Point Reinforcement
702-99.02	1	each	Misc.
702-99.03	1	linear foot	Misc.
Sec 703 – Concrete Masonry Construction
703-10.04	1	sq. yard	Diamond Grinding
703-10.05	1	sq. yard	Transverse Diamond Grooving
703-20.02	0.1	cu. yard	Class B Concrete (Misc)
703-20.03	0.1	cu. yard	Class B Concrete (Substructure)
703-20.09	0.1	cu. yard	Class B Concrete (Retaining Walls)
703-20.25	1	each	Deadman Anchorage Assembly
703-30.01	0.1	cu. yard	Seal Concrete
703-30.09	1	lump sum	Aesthetic Concrete Stain
703-30.13	1	sq. yard	Penetrating Concrete Sealer
703-40.01	0.1	cu. yard	Class B-1 Concrete
703-40.02	0.1	cu. yard	Class B-1 Concrete (Superstructure on Steel and Concrete)
703-40.03	0.1	cu. yard	Class B-1 Concrete (Substructure)
703-40.04	0.1	cu. yard	Class B-1 Concrete (Superstructure on Steel)
703-40.05	0.1	cu. yard	Class B-1 Concrete (Superstructure Voided Slabs)
703-40.06	0.1	cu. yard	Class B-1 Concrete (Superstructure Concrete Box Girder)
703-40.07	0.1	cu. yard	Class B-1 Concrete (Superstructure Concrete Tee Girder)
703-40.08	0.1	cu. yard	Class B-1 Concrete (Superstructure Solid Slab)
703-40.09	0.1	cu. yard	Class B-1 Concrete (Retaining Walls)
703-40.10	0.1	cu. yard	Class B-1 Concrete (Superstructure Concrete on I-Girder)
703-40.20	0.1	cu. yard	Class B-1 Concrete (Superstructure)
703-40.30	0.1	cu. yard	Class B-1 Concrete (Barriers)
703-40.40	0.1	cu. yard	Class B-1 Concrete (Culverts-Bridge)
703-40.41	0.1	cu. yard	Class B-1 Concrete (Culverts)
703-42.02	0.1	cu. yard	Class B-2 Concrete (Superstructure on Steel and Concrete)
703-42.04	0.1	cu. yard	Class B-2 Concrete (Superstructure on Steel)
703-42.05	0.1	cu. yard	Class B-2 Concrete (Superstructure Voided Slabs)
703-42.06	0.1	cu. yard	Class B-2 Concrete (Superstructure Concrete Box Girder)
703-42.07	0.1	cu. yard	Class B-2 Concrete (Superstructure Concrete Tee Girder)
703-42.08	0.1	cu. yard	Class B-2 Concrete (Superstructure Solid Slab)
703-42.10	0.1	cu. yard	Class B-2 Concrete (Superstructure Concrete on I Girder)
703-42.11	0.1	cu. yard	Class B-2 Concrete (Superstructure Concrete on Box Girder)
703-42.12	1	sq. yard	Slab on Steel
703-42.13	1	sq. yard	Slab on Concrete I-Girder
703-42.14	0.1	cu. yard	Class B-2 Concrete
703-42.15	1	linear foot	Type B Barrier
703-42.16	1	linear foot	Type H Barrier
703-42.18	1	sq. yard	Slab on Concrete Bulb-Tee Girder
703-42.19A	1	linear foot	Type D Barrier
703-42.20	1	sq. yard	Slab on Semi-Deep Abutment
703-42.21	1	sq. yard	Slab on Concrete NU-Girder
703-42.22	1	sq. yard	Slab on Concrete Beam Note: For spread box beams and spread voided slab beams.
703-42.26	1	sq. yard	Slab on Concrete Adjacent Beam Note: For double-tee girders and when specified on the Design Layout for solid slab beams, adjacent box beams and adjacent voided slab beams.
703-42.30	0.1	cu. yard	Class B-2 Concrete (Post-Tensioned Wearing Surface)
703-42.31	1	sq. yard	Slab on Steel (with Transparent Forms)
703-42.32	1	sq. yard	Slab on Concrete I-Girder (with Transparent Forms)
703-42.33	1	sq. yard	Slab on Concrete Bulb-Tee Girder (with Transparent Forms)
703-42.34	1	sq. yard	Slab on Concrete NU-Girder (with Transparent Forms)
703-42.35	1	sq. yard	Slab on Concrete Beam (with Transparent Forms)
703-44.10	1	linear foot	Type A Barrier
703-44.11	1	linear foot	Type C Barrier
703-44.12	1	linear foot	Type A Barrier Transition
703-44.13	1	linear foot	Type C Barrier Transition
703-44.20	1	sq. foot	Raised Median Barrier
703-44.30	1	sq. foot	Sidewalk (Bridges)
703-45.35	1	linear foot	Curb Modification
703-46.00	1	linear foot	Curb Blockout
703-46.10	1	linear foot	Corral Curb
703-46.20	1	sq. yard	Form Liners
703-46.30	1	linear foot	Concrete Curb (Bridge Rail)
703-60.00A	0.1	cu. yard	Class A-1 Concrete
703-99.01	1	lump sum	Misc.
703-99.02	1	each	Misc.
703-99.03	1	linear foot	Misc.
703-99.04	1	sq. foot	Misc.
703-99.05	1	sq. yard	Misc.
703-99.07	0.1	cu. yard	Misc.
Sec 704 – Concrete Masonry Repair
704-01.01	1	sq. foot	Substructure Repair (Formed)
704-01.02	1	sq. foot	Substructure Repair (Unformed)
704-01.03	1	sq. foot	Superstructure Repair (Unformed)
704-01.04	50*	sq. foot	Half-Sole Repair
704-01.06	50*	sq. foot	Full Depth Repair
704-01.07	1	linear foot	Slab Edge Repair (Bridges)
704-01.08	50*	sq. foot	Modified Deck Repair
704-01.10	1	linear foot	Epoxy Pressure Injecting
704-01.11	1	each	Deck Girder End Repair
704-01.12	50*	sq. foot	Deck Repair with Void Tube Replacement
704-01.13	1	sq. foot	Cleaning and Epoxy Coating
			*Note: Round quantity up to nearest multiple of 50 sq. ft.
704-01.63	1	sq. yard	Concrete Crack Filler
704-01.64	1	sq. foot	Fiber Reinforced Polymer Wrap
704-99.01	1	lump sum	Misc.
704-99.02	1	each	Misc.
704-99.03	1	linear foot	Misc.
704-99.04	1	sq. foot	Misc.
704-99.05	1	sq. yard	Misc.
704-99.07	0.1	cu. yard	Misc.
Sec 705 – Prestressed Concrete Members for Bridges
705-60.00	1	linear foot	Type 2 (32 in.), Prestressed Concrete I-Girder
705-60.01	1	linear foot	Type 3 (39 in.), Prestressed Concrete I-Girder
705-60.02	1	linear foot	Type 4 (45 in.), Prestressed Concrete I-Girder
705-60.03	1	linear foot	Type 6 (54 in.), Prestressed Concrete I-Girder
705-60.10	1	linear foot	Type 8 (63 in.), Prestressed Concrete Bulb-Tee Girder
705-60.11	1	linear foot	Type 7 (72 in.), Prestressed Concrete Bulb-Tee Girder
705-60.21	1	linear foot	NU 35, Prestressed Concrete NU-Girder
705-60.22	1	linear foot	NU 43, Prestressed Concrete NU-Girder
705-60.23	1	linear foot	NU 53, Prestressed Concrete NU-Girder
705-60.24	1	linear foot	NU 63, Prestressed Concrete NU-Girder
705-60.25	1	linear foot	NU 70, Prestressed Concrete NU-Girder
705-60.26	1	linear foot	NU 78, Prestressed Concrete NU-Girder
705-60.30	1	linear foot	11 in., Prestressed Concrete Solid Slab Beam
705-60.40A	1	linear foot	15 in., Prestressed Concrete Spread Voided Slab Beam
705-60.42A	1	linear foot	18 in., Prestressed Concrete Spread Voided Slab Beam
705-60.43A	1	linear foot	21 in., Prestressed Concrete Spread Voided Slab Beam
705-60.45	1	linear foot	15 in., Prestressed Concrete Adjacent Voided Slab Beam
705-60.47	1	linear foot	18 in., Prestressed Concrete Adjacent Voided Slab Beam
705-60.48	1	linear foot	21 in., Prestressed Concrete Adjacent Voided Slab Beam
705-60.49	1	linear foot	21 in., Prestressed Concrete Spread Box Beam
705-60.50A	1	linear foot	27 in., Prestressed Concrete Spread Box Beam
705-60.51A	1	linear foot	33 in., Prestressed Concrete Spread Box Beam
705-60.52A	1	linear foot	39 in., Prestressed Concrete Spread Box Beam
705-60.53A	1	linear foot	42 in., Prestressed Concrete Spread Box Beam
705-60.54	1	linear foot	21 in., Prestressed Concrete Adjacent Box Beam
705-60.55	1	linear foot	27 in., Prestressed Concrete Adjacent Box Beam
705-60.56	1	linear foot	33 in., Prestressed Concrete Adjacent Box Beam
705-60.57	1	linear foot	39 in., Prestressed Concrete Adjacent Box Beam
705-60.58	1	linear foot	42 in., Prestressed Concrete Adjacent Box Beam
705-60.60	1	linear foot	16 in., Prestressed Concrete Double-Tee Girder
705-60.61	1	linear foot	22 in., Prestressed Concrete Double-Tee Girder
705-60.62	1	linear foot	30 in., Prestressed Concrete Double-Tee Girder
705-60.65	1	linear foot	17 in., Prestressed Concrete Spread Box Beam
705-60.66	1	linear foot	17 in., Prestressed Concrete Adjacent Box Beam
705-99.01	1	lump sum	Misc.
705-99.02	1	each	Misc.
705-99.03	1	linear foot	Misc.
705-99.04	1	sq. foot	Misc.
705-99.05	1	sq. yard	Misc.
Sec 706 – Reinforcing Steel for Concrete Structures
706-10.00	10	pound	Reinforcing Steel
706-10.20	10	pound	Reinforcing Steel (Culverts-Bridge)
706-10.30	10	pound	Reinforcing Steel (Culverts)
706-10.40	10	pound	Reinforcing Steel (Retaining Wall)
706-10.60	10	pound	Reinforcing Steel (Bridges)
706-10.70	1	each	Mechanical Bar Splice Note: Use when the total number of mechanical bar splices on a set of plans is 50 or greater not including any required in the approach slabs.
706-99.11	10	pound	Misc.
Sec 707 – Conduit System on Structure
707-10.00	1	lump sum	Conduit System on Structure
707-10.30	1	lump sum	Conduit System on Structure (Telephone)
707-10.40	1	lump sum	Cathodic Protection System
707-99.01	1	lump sum	Misc.
707-99.02	1	each	Misc.
Sec 710 – Epoxy Coated Reinforcing Steel
710-10.00	10	pound	Reinforcing Steel (Epoxy Coated)
710-99.11	10	pound	Misc.
Sec 711 – Protective Coatings for Exposed Concrete Surfaces
711-01.00	1	lump sum	Protective Coating – Concrete Bents and Piers (Urethane) Note: Tar appearance
711-02.00	1	lump sum	Protective Coating – Concrete Bents and Piers (Epoxy) Note: Clear appearance
711-03.00	1	lump sum	Concrete and Masonry Protection System
711-04.00	1	lump sum	Sacrificial Graffiti Protection System
711-05.00	1	lump sum	Temporary Coating – Concrete Bents and Piers (Weathering Steel)
711-10.00	1	sq. yard	Waterproofing
711-10.01	1	sq. yard	Waterproofing Membrane
711-99.01	1	lump sum	Misc.
711-99.04	1	sq. foot	Misc.
711-99.05	1	sq. yard	Misc.
Sec 712 – Structural Steel Construction
712-09.00	1	linear foot	Expansion Device (Finger Plate)
712-09.15	1	linear foot	Expansion Device (Flat Plate)
712-10.00	10	pound	Fabricated Structural Carbon Steel (Misc.)
712-10.10	10	pound	Fabricated Structural Carbon Steel (I-Beam)
712-10.20	10	pound	Fabricated Structural Carbon Steel (Plate Girder)
712-10.30	10	pound	Fabricated Structural Carbon Steel (Trusses)
712-10.40	10	pound	Fabricated Structural Carbon Steel (Concrete)
712-10.50	10	pound	Fabricated Structural Carbon Steel (Box Girder)
712-10.60	1	lump sum	Fabricated Sign Support Brackets
712-11.00	10	pound	Fabricated Structural Low Alloy Steel (Misc.)
712-11.11	10	pound	Fabricated Structural Low Alloy Steel (I-Beam) A709, Grade 50
712-11.13	10	pound	Fabricated Structural Low Alloy Steel (I-Beam) A709, Grade 50W
712-11.21	10	pound	Fabricated Structural Low Alloy Steel (Plate Girder) A709, Grade 50
712-11.22	10	pound	Fabricated Structural Low Alloy Steel (Plate Girder) A709, Grade 50W
712-11.23	10	pound	Fabricated Structural Low Alloy Steel (Plate Girder) A709 Grade HPS70W
712-11.24	10	pound	Fabricated Structural Low Alloy Steel (Plate Girder) A709 Grade HPS50W
712-11.30	10	pound	Fabricated Structural Low Alloy Steel (Trusses)
712-11.40	10	pound	Fabricated Structural Low Alloy Steel (Concrete)
712-11.51	10	pound	Fabricated Structural Low Alloy Steel (Box Girder) A709, Grade 50
712-11.52	10	pound	Fabricated Structural Low Alloy Steel (Box Girder) A709, Grade 50W
712-11.59	1	each	Shear Connectors
712-11.60	1	sq. foot	Steel Grid Floor (Half Concrete Filled)
712-11.61	1	sq. foot	Steel Grid Floor (Concrete Filled)
712-12.50	1	lump sum	Strengthening Existing Beams
712-12.51	1	each	Hinge Modification
712-13.00	10	pound	Fabricated Structural Steel Bearings
712-20.00	10	pound	Carbon Steel Castings
712-22.00	10	pound	Gray Iron Castings
712-23.00	1	linear foot	Bridge Rail (Two Tube Structural Steel)
712-30.00	1	each	Steel Bar Dam
712-31.00	1	each	Cleaning and Coating Existing Bearings
712-31.10	1	each	Bearing Removal for Inspection
712-31.15	1	each	Surface Finishing Bearing Rocker
712-31.20	1	each	Cleaning, Lubricating and Coating Bearing
712-31.30	1	each	Rehabilitate Bearing
712-31.40	10	pound	New Bearing Materials
712-31.50	1	each	Anchor Bolt Replacement
712-32.00	1	each	Removing, Coating and Reinstalling Light Standards (Bridges)
712-32.10	1	each	Earthquake Restrainer Assemblies
712-32.50	1	each	Rivet Removal and Replacement
712-33.00	1	lump sum	Existing Diaphragm Connections to Flange
712-33.01	1	each	Steel Intermediate Diaphragm for P/S Concrete Girders
712-35.00	1	linear foot	Railing for Steps
712-36.10	1	each	Slab Drain
712-36.11	1	each	Slab Drain with Grate
712-36.20	1	lump sum	Drainage System (On Structure)
712-51.00	1	lump sum	Surface Preparation for Recoating Structural Steel
712-51.01	1	lump sum	Surface Preparation for Overcoating Structural Steel (System G)
712-51.02	1	lump sum	Surface Preparation for Applying Epoxy-Mastic Primer
712-51.09	1	lump sum	Field Application of Organic Zinc Primer
712-51.10	1	lump sum	Field Application of Inorganic Zinc Primer
712-51.11	1	lump sum	Intermediate Field Coat (System G)
712-51.12	1	lump sum	Finish Field Coat (System G)
712-51.13	1	lump sum	Intermediate Field Coat (System H)
712-51.14	1	lump sum	Finish Field Coat (System H)
712-51.15	1	lump sum	Finish Field Coat (System I)
712-52.00	100	sq. foot	Surface Preparation for Recoating Structural Steel
712-52.01	100	sq. foot	Surface Preparation for Overcoating Structural Steel (System G)
712-52.02	100	sq. foot	Chloride Remediation Surface Preparation
712-52.09	100	sq. foot	Field Application of Organic Zinc Primer
712-52.10	100	sq. foot	Field Application of Inorganic Zinc Primer
712-53.15A	0.1	ton	Intermediate Field Coat (System G)
712-53.20A	0.1	ton	Finish Field Coat (System G)
712-53.35A	0.1	ton	Intermediate Field Coat (System H)
712-53.40A	0.1	ton	Finish Field Coat (System H)
712-53.46	0.1	ton	Finish Field Coat (System I)
712-53.65A	100	sq. foot	Intermediate Field Coat (System G)
712-53.70A	100	sq. foot	Finish Field Coat (System G)
712-53.85A	100	sq. foot	Intermediate Field Coat (System H)
712-53.90A	100	sq. foot	Finish Field Coat (System H)
712-53.96	100	sq. foot	Finish Field Coat (System I)
712-59.60	1	lump sum	Aluminum Epoxy-Mastic Primer
712-59.61	1	lump sum	Gray Epoxy-Mastic Primer
712-60.00	1	linear foot	Non-Destructive Testing
712-99.01	1	lump sum	Galvanizing Structural Steel
712-99.02	1	each	Misc.
712-99.03	1	linear foot	Misc.
712-99.04	1	sq. foot	Misc.
712-99.05	1	sq. yard	Misc.
712-99.10	0.1	ton	Misc.
712-99.11	10	pound	Misc.
Sec 713 – Thrie Beam for Bridge Guardrail
713-30.00	1	linear foot	Bridge Guardrail (W-Beam)
713-40.00	1	linear foot	Bridge Guardrail (Thrie Beam)
713-99.03A	1	linear foot	Misc.
Sec 715 – Vertical Drain at End Bents
715-10.01	1	each	Vertical Drain at End Bents
715-99.02	1	each	Misc.
Sec 716 – Neoprene Bearings
716-10.00	1	each	Plain Neoprene Bearing Pad
716-10.01	1	linear foot	Plain Neoprene Bearing Pad
716-10.02	1	each	Laminated Neoprene Bearing Pad
716-10.03	1	each	Laminated Neoprene Bearing Pad (Tapered)
716-20.00	1	each	Laminated Neoprene Bearing Pad Assembly
716-30.00	1	each	Type N PTFE Bearing
716-40.00	1	each	POT Bearing
716-99.01	1	lump sum	Misc.
716-99.02	1	each	Misc.
716-99.03	1	linear foot	Misc.
Sec 717 – Flexible Joint Systems
717-00.01	1	linear foot	Alternate Expansion Joint System
717-10.01	1	linear foot	Preformed Compression Seal Expansion Joint System
717-10.02	1	linear foot	Preformed Compression Seal Note: Use for seal only, no armor.
717-20.01	1	linear foot	Strip Seal Expansion Joint System
717-20.02	1	linear foot	Strip Seal Note: Use for seal only, no armor.
717-20.53	1	linear foot	Open Cell Foam Joint System
717-20.54	1	linear foot	Open Cell Foam Joint Seal Note: Use for seal only, no armor.
717-30.01	1	linear foot	Silicone Expansion Joint Sealant System Note: See EPG 751.13.1.5 Silicone Seal Expansion Joint System.
717-30.02	1	linear foot	Silicone Expansion Joint Sealant Note: See EPG 751.13.1.5 Silicone Seal Expansion Joint System. Use for silicone sealant only, no armor.
717-40.01	1	linear foot	Preformed Silicone or EPDM Expansion Joint System
717-40.02	1	linear foot	Preformed Silicone or EPDM Expansion Joint Seal Note: Use for seal only, no armor.
717-99.03	1	linear foot	Misc.
Sec 718 – Temporary Bridge
718-10.10	1	lump sum	Furnishing Superstructure
718-10.11	1	lump sum	Partial Furnishing of Superstructure
718-10.20	1	lump sum	Transporting and Erecting Superstructure
718-10.30	1	lump sum	Removing and Storing Superstructure
718-99.01	1	lump sum	Misc.
718-99.02	1	each	Misc.
Sec 720 – Mechanically Stabilized Earth Wall Systems
720-10.00	1	sq. foot	Mechanically Stabilized Earth Wall Systems
720-11.00	1	sq. yard	Form Liners for MSE Wall Systems
720-12.00	1	cu. yard	Select Granular Backfill for Structural Systems
720-13.00	1	each	Pipe Pile Spacers
720-14.00	1	lump sum	Temporary MSE Wall System
720-99.04	1	sq. foot	Misc.
720-99.05	1	sq. yard	Misc.
Sec 901 – Highway Lighting
901-93.00	1	lump sum	Navigation Lighting System
901-93.01	1	lump sum	Bridge Lighting

751.6.2 Computation of Estimated Quantities

All estimated quantities shall be carried to the degree of accuracy specified in the Index of Estimated Quantities. All quantities shall be listed on the plans in the order and worded exactly as shown in the Index of Estimated Quantities.

Two sets of quantity computations shall be independently performed and then agreed upon by the individuals performing the computations. Both sets of computations shall be bound together and submitted with the design plans.

In order to satisfy funding requirements on projects that add capacity to the Interstate System, the quantities that are attributed to the addition of capacity shall be reported separately from the remaining quantities in the submitted computations. Quantities shall not be shown separately on the bridge plans.

751.6.2.1 Weight of Bolts and Shear Connectors

Refer to AISC Manual of Steel Construction or ASTM F3125 for weight and dimensions of high strength bolts and washers. When calculating the weight of high strength bolts in structural connections, the following simplified weights may be used. These values include the weight of a regular hex head, one heavy hex nut, one washer, and the portion of the bolt projecting beyond the grip (washer thickness + nut thickness + 1/4“).

Weight of High Strength Bolts

Bolt Size Diameter (inch)	Weight per 100 Bolts (pounds)
5/8	40
3/4	65
7/8	95
1	135
1-1/8	180
1-1/4	245
1-3/8	352
1-1/2	400

Weight of Shear Connectors

	Weight In Place Per 100 Studs
Stud Dia.	4"	5"	6"	7"
3/4"	63	75	88	100
7/8"	81	98	115	132

751.6.2.2 Piles

Estimated quantities for piles, steel or concrete, shall be compiled as the entire length of the piles used, including the length of pile embedded in the pile cap or footing, measured to the nearest foot for each pile.

751.6.2.3 Pre-bore for Piling

Pre-bore is required when fill exceeds five feet as described in Sec 702 or when specified on the Design Layout. Pre-bore is also required through earth plugs. Pre-bore is computed as the length of pile measured from the bottom of the pile cap or footing to the natural ground line or as directed on the Design Layout rounded to the nearest foot for each hole.

751.6.2.4 Drilled Shafts

Drilled shafts, rock sockets and reinforcing steel quantity will be measured in accordance with Sec 701. Video camera inspection quantity will be calculated one for each drilled shaft. Foundation inspection hole quantities will be from the top of rock socket to the greater of either 10 feet or twice the diameter of the rock socket below the anticipated bottom of rock socket for each rock socket. Sonic logging testing shall be performed on all drilled shafts and rock sockets. Drilled shafts for high mast lighting will not require sonic logging testing.

751.6.2.5 Concrete

The volume of concrete shall be calculated to the nearest 0.1 cubic yard, except where reported in the table of Estimated Quantities for Slab, where concrete is rounded to the nearest whole cubic yard (see EPG 751.50, Note B3.21). Do not deduct for volume of concrete displaced by reinforcing steel or HP piling. When CIP piles are used, the displaced concrete volume should be deducted.

751.6.2.6 Polymer Concrete

The volume of polymer concrete shall be calculated to the nearest 1.0 cubic foot. Do not deduct for volume of concrete displaced by reinforcing steel.

751.6.2.7 Non-Destructive Testing (NDT) for Cover Plates

NDT shall be required for all top cover plates when a bridge is to be redecked. Required NDT length shall be computed for pay and, if necessary for clarity, details can be shown on the plans (for example, to show unusual NDT locations not covered elsewhere). The length of weld to be tested and the base metal, 1” either side of the weld, shall be cleaned of all rust prior to the testing. On cover plates with square ends, the weld shall be tested 1” from each corner along the ends of the cover plate plus 6” back along the side from each corner of the plate. On cover plates with tapered ends, the weld shall be tested along the end of cover plate, along tapered edges and 6” back along cover plate from end of taper.

In the rare case that there are bottom flange cover plates, it is the responsibility of the SPM or SLE to coordinate with district bridge engineer or review visual records and field inspection notes and decide if these plates need to be tested. This should include only welded cover plate ends that terminate in a tension zone. If cover plates terminate at the inflection point or past it, there is a small chance that the bottom flange cover plate welds would need to be tested. (Rarely, other areas of cover plate welds could be tested based on deteriorated conditions as reported from the field on the Structural Rehabilitation Checklist.)

751.6.2.8 Temporary Shoring or Temporary MSE Wall System

When temporary shoring or temporary MSE wall is required, it shall be reported as a lump sum item on the bridge plans. In addition, the estimated area of temporary shoring or temporary MSE wall shall be computed to the nearest square foot and recorded only in the quantity folder. Embedment of temporary shoring shall be taken as one third of the exposed height of the shoring for the purpose of estimating the shoring area. The bottom of temporary MSE wall shall be taken as the lower of the top of permanent wall levelling pad or bottom of improved foundation. For temporary shoring use 206-55.00 pay item and for temporary MSE wall system use 720-14.00 pay item (EPG 751.6.1 Index of Quantities).

751.6.2.9 MSE Retaining Walls

Quantities for Mechanically Stabilized Earth Wall Systems are to be calculated based on the vertical face of the wall system as shown on the plans. The payment for furnishing and fabricating the concrete facing elements, excavation and installing the leveling pad, furnishing, and installing the soil reinforcement, furnishing, and placing select granular backfill for structural systems, furnishing other incidentals related to the wall system, and erecting the wall system complete-in-place, will be considered completely covered by the contract unit price for Mechanically Stabilized Earth Wall Systems per square foot. The use of the Select Granular Backfill for Structural Systems pay item will not be required. For permanent MSE wall systems use 720-10.00 pay item (EPG 751.6.1 Index of Quantities).

751.6.2.10 Bridge Slabs

The gross area of concrete slabs is used in the Estimated Quantities table and shall be estimated to the nearest square yard longitudinally from end of slab to end of slab and transversely from out to out of the bridge slab. This shall include all expansion gaps within these limits.

The actual volume of concrete is used in the table of slab quantities for the purpose of preparing the cost estimate and is given on the plans as an aid to the contractor. The concrete on top of the backwall at end bents for expansion joint systems shall be included in this volume (see Note B1.7). Concrete shall be estimated to the nearest cubic yard instead of 0.1 cubic yard due to variances and assumptions used in this estimate (see Note B3.21). Reinforcing steel shall be estimated to the nearest 10 pounds.

751.6.2.11 Structural Steel Protective Coatings (Non-weathering Steel)

The protective coating, as specified on the Design Layout, shall be System G, H or I with the color being gray or brown. The coating color shall be specified on the Design Layout. The following gives pay item guidelines for most bridges.

Coating New Multi-Girder/Beam Bridges

Intermediate Field Coat and Finish Field Coat (System G, H or I) (Gray or Brown) - The quantity shall be computed to the nearest one hundred square foot of structural steel to be field coated. The area computations do not include bearings, diaphragms, stiffeners and all other miscellaneous steel within the limits of the field coatings.

1. Bridges over Roadways (does not include over Railroads)

The intermediate field coat for beam and girder spans shall be applied to the surfaces of all structural steel except those surfaces to be in contact with concrete shall not receive the intermediate coat. The intermediate coat shall also be applied to the bearings, except where bearings will be encased in concrete.

The finish field coat for beam and girder spans shall include the facia girders or beams. The limits of the facia girders or beams shall include the bottom of the top exterior flanges, the top of the bottom exterior flanges, the exterior web area, the exterior face of the top and bottom flanges, and the bottom of the bottom flange. Areas of steel to be in contact with concrete shall not receive the finish coat. The finish coat shall also be applied to the exterior bearings, except where bearings will be encased in concrete.

The surfaces of all structural steel located under expansion joints of beam and girder spans shall be field coated with intermediate and finish coats for a distance of one and a half times the girder depth, but not less than 10 feet from the center line of the joint. Within this limit, the items to be field coated shall include all surfaces of beams, girders, bearings, diaphragms, stiffeners and miscellaneous structural steel items. Areas of steel to be in contact with concrete shall not receive the field coats. The limits of the field coatings shall be masked to provide crisp, straight lines and to prevent overspray on adjacent areas.

When System I finish field coat is specified on the plans with System G intermediate coat, System I finish field coat quantity will be figured the same as above for the finish field coat. System G intermediate coat with System I finish field coat will be as above for the intermediate field coat except that the area of the System I finish field coat will not be included in the System G intermediate field coat area. When the plans state System I finish field coat shall be substituted for System G intermediate coat, System I finish field coat quantity will be figured for all girder surfaces as discussed above for intermediate field coat area.

New Non-Weathering Bridge Over Roadway
Typical Coating (System G)		Coating Near Deck Joints (System G)

2. Bridges over Streams and Bridges over Railroads

The field coatings (including intermediate and finish coats) for beam and girder spans shall include the facia girders or beams. The limits of the facia girders or beams shall include the bottom of the top exterior flanges, the top of the bottom exterior flanges, the exterior web area, the exterior face of the top and bottom flanges, and the bottom of the bottom flange. Areas of steel to be in contact with concrete shall not receive the field coats. The field coatings shall also be applied to the exterior bearings, except where bearings will be encased in concrete. The interior beams or girders shall only have the prime coat applied with no other field coatings required.

The surfaces of all structural steel located under expansion joints of beam and girder spans shall be field coated with intermediate and finish coats for a distance of one and a half times the girder depth, but not less than 10 feet from the center line of the joint. Within the limit, the items to be field coated shall include all surfaces of beams, girders, bearings, diaphragms, stiffeners and miscellaneous structural steel items. Areas of steel to be in contact with concrete shall not receive the field coats. The limits of the field coatings shall be masked to provide crisp, straight lines and to prevent overspray on adjacent areas.

When System I is specified, the intermediate field coat will not be required.

New Non-Weathering Bridge Over Stream or Railroad
Typical Coating (System G)		Coating Near Deck Joints (System G)

Coating New Truss Bridges or Other Unusual Structures

Intermediate Field Coat and Finish Field Coat (System G, H or I) (Gray or brown) - The quantity shall be computed as a lump sum quantity.

All structural steel for truss or steel box girder spans shall be field coated with intermediate and finish coats, except the area of steel to be in contact with concrete and intermediate field coat is not required when System I is specified.

Recoating Existing Multi-Girder/Beam Bridges

Quantities shall be computed to the nearest one hundred square feet of structural steel to be prepared or coated. The area computations do not include bearings, diaphragms, stiffeners and all other misc. steel within the limits of surface preparation or field coatings.

1. Surface Preparation for Recoating Structural Steel - Preparation shall include the surfaces of all structural steel except areas to be in contact with concrete.

2. Field Application of Inorganic or Organic Zinc Primer - Coverage shall meet the same requirements of Surface Preparation for Recoating Structural Steel.

3. Intermediate Field Coat (System G or H) (Gray or Brown) - Coverage shall meet the same requirements as new multi-girder/beam bridges.

4. Finish Field Coat (System G, H or I) (Gray or Brown) - Coverage shall meet the same requirements as new multi-girder/beam bridges.

Existing Non-Weathering Bridge
Typical Recoating Over Roadway (System G)		Typical Recoating Over Stream or Railroad (System G)
Recoating Near Deck Joints (System G)

Recoating Existing Truss Bridges or other Unusual Structures

Quantities shall be computed as lump sum quantities. The approximate weight of steel shall be shown to the nearest ton in the contract documents.

1. Surface Preparation for Recoating Structural Steel - Preparation shall include the surfaces of all structural steel except areas to be in contact with concrete.

2. Field Application of Inorganic or Organic Zinc Primer – Coverage shall meet the same requirements of Surface Preparation for Recoating Structural Steel.

3. Intermediate Field Coat (System G or H) (Gray or Brown) – Coverage shall meet the same requirements as new truss bridges.

4. Finish Field Coat (System G, H or I) (Gray or Brown) – Coverage shall meet the same requirements as new truss bridges.

Overcoating Existing Multi-Girder/Beam Bridges

Quantities shall be computed to the nearest one hundred square feet of structural steel to be prepared or overcoated except as noted below. The area computations do not include bearings, diaphragms, stiffeners and all other misc. steel within the limits of surface preparation or field coatings. Partial overcoating of steel structures is allowed and the areas of partial overcoating should be clearly indicated shown on the plans.

1. Surface Preparation for Overcoating Structural Steel (System G) - Preparation shall include the surfaces of all structural steel except areas to be in contact with concrete.

2. Intermediate Field Coat (System G) - Coverage shall meet the same requirements as Surface Preparation for Overcoating Structural Steel (System G).

3. Finish Field Coat (System G) - Coverage shall meet the same requirements as new bridges.

Overcoating Existing Non-Weathering Bridge (System G)

Limits of Paint Overlap

Refer to EPG 751.50 Note A4a1.24. The figure below with note is available in a CADD cell.

751.6.2.12 Structural Steel Protective Coatings (Weathering Steel)

Coating New Multi-Girder/Beam Bridges, Truss Bridges or other Unusual Structures

There will not be a quantity item for coating weathering steel. The cost of coating weathering steel structures will be considered completely covered by the contract unit price for the Fabricated Structural Steel.

Recoating Existing Multi-Girder/Beam Bridges, Truss Bridges or other Unusual Structures

Recoating weathering steel when performing joint repair/replacement may be included on the contract plans. Other areas may be recoated depending upon inspection of the condition of weathering steel and the future deterioration expectations of same by Bridge Maintenance. See Structural Project Manager or Structural Liaison Engineer.

For existing multi-girder/beam bridges, quantities shall be computed to the nearest one hundred square feet of structural steel to be prepared or recoated. The area computations do not include bearings, diaphragms, stiffeners and all other misc. steel within the limits of surface preparation or field coatings. For truss bridges or other unusual structures, quantities shall be computed as lump sum quantities.

1. Surface Preparation for Recoating Structural Steel - Preparation shall be on a case-by-case basis except areas to be in contact with concrete.

2. Field Application of Inorganic or Organic Zinc Primer - Coverage shall meet the same requirements of Surface Preparation for Recoating Structural Steel.

3. Intermediate Field Coat (System G) (Brown) - Coverage shall be on a case-by-case basis.

4. Finish Field Coat (System G or I) (Brown) - Coverage shall be on a case-by-case basis.

751.6.2.13 Protective Coatings for Concrete

When the use of a protective coating for concrete is required, it shall be reported as a lump sum item on the bridge plans. In addition, the estimated area to be coated shall be computed to the nearest square foot and recorded only in the quantity folder. The following guidelines shall apply to the calculations for these items.

Protective Coating - Concrete Bents and Piers (Urethane) or (Epoxy)

See Expansion Devices Section for details.

Protective Coating - Concrete Bents and Piers (Weathering Steel)

Concrete Abutments - Coat all surfaces above the ground line.

Concrete Intermediate Bents & Piers - Coat all surfaces above the ground line or above the low water elevation, whichever is the higher at that bent or pier.

Concrete and Masonry Protection System

Coat all surfaces above ground line of the concrete as specified on the Design Layout.

Sacrificial Graffiti Protection System

Coat all surfaces above ground line of the concrete as specified on the Design Layout.

751.6.2.14 Asphaltic Concrete Pavement

Seal coat or tack coat is required with the asphaltic concrete pavement. Unit weights will not be calculated.

751.6.2.15 Seal Coat

A seal coat shall be used when specified on the Bridge Memo.

The following unit weight will be used to calculate the estimated quantity reported on the bridge plans:

Seal Coat = 0.4 gal/sq. yd.

Grade B1 seal coat aggregate shall be used whenever a bridge deck is to receive an asphalt wearing surface. Grade A1 seal coat aggregate shall be used whenever the seal coat is to be the final riding surface. Unit weights will not be calculated for aggregate.

751.6.2.16 Tack Coat

A tack coat shall be used when specified on the Bridge Memo. The following unit weights will be used to calculate the estimated quantity reported on the bridge plans:

Tack Coat = 0.25 gal/sq. yd.

751.6.2.17 Excavation

Excavation shall be computed in accordance with Sec 206 and the limits shown in this section.

The Roadway and Drainage Excavation Line is the finish grade line after the bridge is completed in place. This may or may not correspond to the preliminary embankment line placed before the bridge is built.

The Excavation Datum is located at one foot above Low Water Elevation of the stream bed (round up to the next one foot). Use the low point of the streambed cross-section as Low Water Elevation, if a Low Water Elevation cannot be found. Everything above this datum is Class 1 Excavation while everything below it is Class 2 Excavation.

Excavation Limit Rules

Soil or other sub-strata shall be excavated to the limits of:

• 18” around the perimeter at the bottom of footings, and vertically* to the finished Roadway and Drainage Excavation Line
• 18” around the wings on end bents
• The perimeter of seal courses
• No excavation shall be figured for piles or bracing
• If there is less than 10 cubic yards of total excavation, no excavation item needs to be listed in the Estimated Quantities. See EPG 751.50 Standard Detailing Notes for the appropriate notes.

Classes of Excavation**

Class 1, Class 2 Excavations shall be computed in accordance with Sec 206 and the limits shown in the figures below. Excavation for structures below Excavation Datum Elevation will be paid for as Class 2 Excavation. Excavation for structures above Excavation Datum Elevation will be paid for as Class 1 Excavation. Use a minimum of 10 cubic yards of Class 1 Excavation when there is Class 2.

Class 4 Excavation shall be used for culverts. Class 4 Excavation shall be computed in accordance with Sec 206 and the limits shown below. Culvert concrete removal for extensions will be paid for as Partial Removal of Culvert-Bridge Concrete. See the Design Layout for special cases.

Cases of Excavation

Case 1 is when the ground line survey is a higher elevation than the roadway and drainage excavation line.

Case 2 is when the ground line survey is a lower elevation than the roadway and drainage excavation line.

(* Soil shall be excavated vertically from the bottom of the footing for footing on pile, 6” above the bottom of the footing for footing on rock and 18” above the bottom of the footing for footing on shale.

(** Use Excavation in Rock if it is anticipated to be more than 10 cu. yard. The designer should check with the Structural Project Manager before calculating the quantity of Excavation in Rock. See EPG 751.6.1 Index of Quantities Bridge.

Excavation Limits: Bridges

The following figures graphically show the excavation limits for various substructure types. The effects of skew on the fill slope (H:V) should be considered in determining excavation quantities at end bents.

H_θ = H/cosθ

Where:

H:V = horizontal:vertical components of fill slope (Normal)

H_θ = horizontal component of the fill slope parallel to centerline of roadway with V = 1

H = horizontal component of the fill slope normal to centerline of bent with V = 1

θ = end bent skew angle

Excavation Limits: Integral End Bent (Case I)

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Excavation Limits: Non-Integral End Bent (Case I)

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Excavation Limits: Stub Bent (Case I)

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Excavation Limits: All Grade Separations

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Excavation Limits: Stream Crossings (Typical)

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Excavation Limits: Stream Crossings (No Excavation Item)

Excavation Limits: Retaining Walls

File:751.6 Retaining Walls.gif

Note:

Excavation to be included in Estimated Quantity Table (Class 1 shall be calculated to the nearest 5 cubic yards).

Final limits of the roadway and bridge excavation to be coordinated with the bridge plans prior to estimating.

See EPG 751.50 Standard Detailing Notes for the appropriate notes.

Excavation Limits: Culverts

File:751.6 Culverts.gif

Excavation to be included in Estimated Quantity Table (Class 4 Excavation shall be carried to the nearest 5 cubic yards). Final limits of the roadway and bridge excavation to be coordinated with the bridge plans prior to estimating.

Excavation of 18" adjacent to the removal of culvert ends for purpose of extending the culvert will not be considered excavation and is considered part of removal. (Refer to Sec 206)

See EPG 751.50 Standard Detailing Notes for the appropriate notes.

Mechanically Stabilized Earth Walls (MSEW) Excavation and Fill

Excavation and Fill behind MSEW:

Excavation classes, quantities and pay items are determined and computed by districts for all MSEWs (Bridge Division walls and District Design Division walls) and are to be included on the roadway plans. Excavation before wall should be addressed same as excavation behind wall. Fill behind MSEWs is included in the cost of MSEWs and no separate quantity or pay item is required.

Excavation and Fill below MSEW (below top of leveling pad):

Excavation classes, quantities, replacement fill and pay items are determined and computed by districts for all MSEWs (Bridge Division walls and District Design Division walls) when required on the Foundation Investigation Geotechnical Report (FIGR), and are to be included on the roadway plans. When the FIGR gives excavation limits and type of replacement fill required for ground improvement, a detail is typically added to the MSEW plans showing the removal area and the removal locations along the wall (also referred to as “soil improvement”, “ground [or soil] mitigation”, “foundation replacement” or “foundation excavation”).

MSEW Excavation and Fill Guidelines
Excavation	Std. Spec. Sec	Fill	Pay Item(s) on Roadway Plans 2B Quantities Sheet	Notes
Behind Wall	203	Compacted select granular backfill per Sec 720	Class A or Class C Excavation	• Show on roadway plans
Below Wall (Ground Improvement)	203, 214	Compacted rock fill or other per FIGR	Class A or Class C Excavation, Furnishing Rock Fill, Placing Rock Fill (or other fill per FIGR)	• Show on MSEW plans
Below Wall (Incidental)	720	Suitable material per District Geotechnical	NA	• Unanticipated and Unsuitable per engineer in field

Excavation Limits: Mechanically Stabilized Earth Walls (MSEW)

Excavation behind and below MSEWs are roadway pay items and based on information given in the Foundation Investigation Geotechnical Report (FIGR). Included may be a minimum soil reinforcement length, minimum embedment of the bottom of wall (top of leveling pad), global stability confirmation and angle of retained backfill which are used to estimate the excavation quantities. Use greatest of recommended minimum soil reinforcement length from

• FIGR, or
• the following table, or
• 8 ft. minimum.

One additional foot must be added to the selected length to determine estimated excavation quantities.

Case	MoDOT (USE)	Table 2-1 (FHWA NHI-10-024) (REFERENCE)
	Minimum Length of Soil Reinforcement, L	Minimum Length of Soil Reinforcement, L
Static loading with or without traffic surcharge	0.7H	0.7H
Sloping backfill surcharge	0.8H	0.8H
Seismic loading	0.95H1	0.8H to 1.1H

¹ For a seismic design wall use 0.95H to estimate excavation quantities. For a seismic design wall minimum soil reinforcement length shall be ≥ 0.8H by design. For No-Seismic-Analysis provisions wall use minimum soil reinforcement length = 0.8H to estimate excavation quantities.

Where,

H = Height of the wall as measured from the top of the leveling pad to the top of the wall

Note: For seismic requirement upper two layers of soil reinforcement shall be extended 3 feet beyond the lower layers when wall height is greater than or equal to 10 feet. (FHWA NHI-10-024 section 4.4.3)

Minimum soil reinforcement length shall be greater than or equal to as required for a stable feature wall for strong/stable rock as shown in following cases 5 through 7.

Minimum Embedment Depth of MSEW - Minimum embedment is defined as the distance between the finished ground line and the top of the leveling pad. It is based on this table (FHWA-NHI-10-024, Table 2-1 and LRFD 11.10.2.2):

Slope in Front of Wall	Minimum Embedment Depth to Top of Leveling Pad
All Geometries	2 ft minimum
Horizontal (walls)	H/20
Horizontal (abutments)	H/10
3H:1V	H/10
2H:1V	H/7
1.5H:1V	H/5

Where,

H:V = Horizontal to vertical slope in front of the wall

H = Height of the wall as measured from the top of the leveling pad to the top of the wall

The absolute minimum embedment is 2 ft except when rock is found near surface. When the soundings are returned from the Geotechnical Director they will include a minimum embedment depth to the top of leveling pad, minimum soil reinforcement length necessary for global stability, bearing resistance and settlement requirements. If rock is encountered during excavation then the contractor shall immediately cease excavating and notify the engineer and contact Geotechnical Section to perform global stability and suggest a required minimum embedment depth to the top of leveling pad and required minimum soil reinforcement length.

TABLE OF EARTH WORK EXCAVATION QUANTITIES EXAMPLE IN ACCORDANCE WITH DISTRICT PROCEDURE

The excavation table example provides for identifying both Bridge Division MSE walls and District Design MSE walls.

For District Design MSE walls:

Ex. 1 shows that a wall can be laid out separate from the roadway and will have its own alignment where the wall earthwork can be quantified and shown independently in a table row.

Ex. 2 shows that a wall can be laid out along a roadway where it makes sense to include the wall earthwork with the roadway earthwork. This will be the case most of the time.

General Section thru MSEW In Cut

In Cut: (Cases 1 to 6)

θ can equal ɸ_Ƅ for computing excavation quantities. It may also be 1:1 (H:V) or 2:1 (H:V) at discretion of district.

In Fill: (Case 7)

Excavation shall be computed based on the wall and soil (and/or rock) parameters as given in the FIGR. Dimensions of ground improvements will be given in FIGR if required. This includes area elevation, length and locations along the wall and slope cuts*.

Rock fill in accordance with Sec 214 is typically used as replacement fill for ground improvement.

Case 1: In cut with soil excavation (behind wall)

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Case 2: In cut with soil excavation (behind wall) and ground improvement (below wall)

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Case 3: In cut with soil and rock excavation (behind wall)

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Case 4: In cut with soil and rock excavation (behind wall) and ground improvement (below wall)

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Case 5a Stable Feature MSE Wall: In cut with soil and partial rock excavation (behind wall)

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Case 5b Stable Feature MSE Wall: In cut with soil excavation (behind wall) and ground improvement (below wall)

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Case 6 Stable Feature MSE Wall: In cut with soil excavation

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Case 7a: In fill with ground improvement (below wall)

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Case 7b Stable Feature MSE wall: In fill mostly with partial rock excavation (behind wall)

Note: Include rock excavation in excavation quantities.