608020 TIMBER SHEET PILES, TREATED MFBM

DE · 2025 Standard SpecificationsBook pages 238–239View official source ↗

PERMANENT SHEET PILES SECTION 608 228 E. The Department will make no separate payment for pile cut -off material.

F.Payment will be made for accepted quantities at the contract unit price as follows:

ITEM DESCRIPTION UNIT 608000 STEEL SHEET PILES, PZ 22 SF 608001 STEEL SHEET PILES, PZ 27 SF 608002 STEEL SHEET PILES, PZ 35 SF 608003 STEEL SHEET PILES, PZ 40 SF 608010 STEEL SHEET PILES, PZC 13 SF 608011 STEEL SHEET PILES, PZC 18 SF 608012 STEEL SHEET PILES, PZC 26 SF 608013 STEEL SHEET PILES, PZC 39 SF 608020 TIMBER SHEET PILES, TREATED MFBM 608030 SHEET PILE WALL TIE -BACK SYSTEM LS 608040 STEEL SHEET PILES, NZ 14 SF 608041 STEEL SHEET PILES, NZ 19 SF 608042 STEEL SHEET PILES, NZ 20 SF 608043 STEEL SHEET PILES, NZ 21 SF 608044 STEEL SHEET PILES, NZ 22 SF 608045 STEEL SHEET PILES, NZ 26 SF 608046 STEEL SHEET PILES, NZ 28 SF 608047 STEEL SHEET PILES, NZ 38 SF 608048 STEEL SHEET PILES, NZ 40 SF 608049 STEEL SHEET PILES, NZ 42 SF

CONCRETE STRUCTURES SECTION 610 229 SECTION 610 — CONCRETE STRUCTURES

610.1Description.

This work consists of providing, placing, finishing, and curing concrete bridges, culverts, and miscellaneous structures.

610.2Materials.

A.Portland Cement Concrete production Section 1022

B.Liquid Membrane -Forming Compounds for Curing Section 10 45.7

C.Bar Reinforcement Section 1037

D.Permanent Steel Bridge Deck Forms and Supports Section 1039

E.Rubber Joint Sealant Section 1042 .3.B

F.Hot Poured Joint Sealer Section 1042 .3.C

G.Preformed Expansion Joint Fillers Section 1042 .3.D

H.Pipe for Weep Holes Section 1049

I.Waterstops Section 1049

J.Form Oil for Concrete Formwork Section 1049

K.Epoxy Bonding ASTM C881

610.3Construction.

610.3.1 Submittals.

A.If required in the contract, submit a contractor quality control plan to verify that all materials and

workmanship meet the contract requirements. Provide detailed personnel, equipment, methods, and procedures to ensure the specified quality of all appl icable materials and related production and field operations. Follow the submittal procedures outlined in Section 105.4. Upon receipt of approved quality control plans, the contractor may begin work. At a minimum, provide the following information in the p lan:

1.Provide a concrete placement plan. Include detailed procedures for production, transporting,

placing, protecting, curing, temperature monitoring, and consolidating the concrete mix in approved forms to make a dense homogeneous concrete, in accordance wi th the requirements of Section 610.3.4.

a.Address measures necessary to ensure the quality and maintenance of the concrete in its final

placement in the plan and mix design. Submit a placement plan for placing concrete by pump. At a minimum, include pump location, vertical and horizontal work r each, pump capability, placement sequence, delivery configuration, and contingency for equipment malfunction.

b.Provide an ACI or NRMCA certified concrete flatwork technician to supervise all finishing.

Provide proof of the flatwork certification to the engineer before concrete placement.

2.Temperature Control Plan.

Source: Delaware Standard Specifications for Road and Bridge Construction, 2025 Edition. Pages 238–239 of 779.

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60800 0 STEEL SHEET PILES, PZ 22 SF

60804 6 STEEL SHEET PILES, NZ 28 SF