resolution

Resolutions-1997-021

Dated December 10, 1997 96 pages Res. 1997-021, Res. 2007-060

Page 35 of 96

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EXISTING P.C.C. PAVEMENT TYPE 'L-2' LONGITUDINAL CONTRACTION JOINT SPACED 6' TO 12.5' ON PAVEMENT TYPE 'KT-2' LONGITUDINAL CONTRACTION JOINT TYPE 'L-2' LONGITUDINAL CONTRACTION JOINT SPACED AT 10'-0" TYPE 'RD' 1" DOWELED EXPANSION JOINT TYPE 'C' TRANSVERSE CONTRACTION JOINT R NOTES 1. TRANSVERSE CONTRACTION JOINT REQUIRED EVERY 15 FEET. 2. KEYED AND DOWELED JOINT WILL BE REQUIRED AT LONGITUDINAL INTERIOR EDGES OF EACH SEPARATELY POURED SLAB. 3. SEE I.D.O.T. STANDARD ROAD PLANS RH-50, RH-51 AND RH-52. TYPICAL P.C.C. INTERSECTION DOWELING PLAN FIGURE 5.2

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laserfiche: Resolutions-1997-021 (Resolutions-1997-021.pdf) — where it was found ↗ first seen Oct 12, 2026

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