B
HomeLibrariesCopilotSearchProjectsBookmarks
FeedbackHelp Desk
Libraries
Building Codes
Code LibraryIBC — BuildingIRC — ResidentialIFC — FireIPC — PlumbingIMC — MechanicalIFGC — Fuel GasIECC — EnergyNEC — ElectricalModel Codes
Specifications
CSI SpecificationsDOT SpecsTransit SpecsUSACE
Standards
TransportationRailroadFire SafetyAccessibilityStructural
Tools & References
DiagramsAssembliesProductsCalculatorsChecklistsPermits
PricingLog in
Home / DOT Specifications / Delaware / Standard Specifications for Road & Bridge Construction / 20900
Electrical (16000-16999)

209001 BORROW, TYPE A CY

DE · 2025 Standard SpecificationsBook pages 135–136View official source ↗

BORROW SECTION 209 125 209.3.5 Providing and Stockpiling Borrow. Provide and stockpile borrow in accordance with the contract .

209.4Method of Measurement.

A.The Department will measure borrow material in cubic yards. The Department will measure

borrow volume at the source, in its original position by cross -sections and computed by the method of average end areas or electronic surface comparison. The Departm ent will not include overburden or stripping material in the borrow measurement.

B.The contractor may alternatively request the Department to weigh the material and convert the

weight to cubic yards. If the Department approves the request, the Department will provide the approval to the contractor in writing. The Department and the co ntractor shall agree on the conversion factors from weight measurement to volumetric measurement before using the alternative method.

C.Where the engineer determines that obtaining weight and volume conversion factors for the

borrow types specified is not practical, the Department will consider 1 cubic yard to weigh 3,050 - pounds.

D.Unless stated otherwise, the Department will calculate the weight of borrow material in

accordance with Section 109.1.

E.The Department will measure borrow material provided and stockpiled for utility companies or

others using the borrow source tickets only.

209.5Basis of Payment.

The Department will pay for borrow at the contract unit price per cubic yard or ton. Price and payment will constitute full compensation for all Work. ITEM DESCRIPTION UNIT 209001 BORROW, TYPE A CY 209002 BORROW, TYPE B CY 209004 BORROW, TYPE C CY 209006 BORROW, TYPE F CY 209007 BORROW, TYPE A TON 209008 BORROW, TYPE B TON 209009 BORROW, TYPE C TON 209010 BORROW, TYPE F TON 209011 BORROW, TYPE B, PROVIDING ONLY TON 209012 BORROW, TYPE C, PROVIDING ONLY TON 20901 3 BORROW, TYPE F, PROVIDING ONLY TON

REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 211 126 SECTION 211 — REMOVAL OF STRUCTURES AND OBSTRUCTIONS

211.1Description.

This work consists of removing items designated for removal in the contract.

211.2Material.

Borrow Section 1001

211.3Construction.

211.3.1 General.

A.Dispose of material in accordance with Section 202.3.3. Complete blasting and other operations

that may damage new construction before constructing new work. When backfilling cavities within the proposed roadway box, use Borrow Type C. When backfilling cavities outside of the proposed roadway box, use Borrow Type F.

B.Saw cut concrete pavement, sidewalks, curbs, gutters, and similar structures to a true vertical line

or remove to an existing joint in accordance with Section 762. 211.3.2 Removal of Bridges, Culverts, Drainage Structures, Obstructions, and Foundations. Completely remove existing structures except for deep foundations. Remove deep foundations to 24 - inches below proposed ground surface elevation. 211.3.3 Removal of Fences and Guardrail. Remove fences and guardrails designated for removal by the contract. 211.3.4 Removal of Existing Portland Cement Concrete Pavement, Curb and Sidewalk. Obtain approval from the engineer for the type of power breaking machines or other equipment planned for use. The Department will not allow used of a ball -type breaker machine. Break only what can be removed in a single working day, unless otherwise approved by the engineer. Ensure no damage occurs to the subbase or existing buried, surface, or aerial utilities. 211.3.5 Disposal. Dispose of excess or waste material in accordance with Section 106.8.

211.4Method of Measurement.

A.The Department will measure the quantity of removed existing PCC pavement, curb, and sidewalk

in square yards along the top surface of the materials before removal, as projected on the horizontal plane.

B.The Department will measure the quantity of guardrail and fence from the center of end post to

the center of end post including the limits of payment in accordance with the Standard Construction Details for barrier connections and end treatments.

C.The Department will not measure removal of structures and obstructions when the pay item is a

lump sum.

211.5Basis of Payment.

Source: Delaware Standard Specifications for Road and Bridge Construction, 2025 Edition. Pages 135–136 of 779.
← Previous
20800 0 FLOWABLE FILL CY
Next →
20901 3 BORROW, TYPE F, PROVIDING ONLY TON