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HomeMy WebLinkAbout111 R PORTLAND CEMENT CONCRETE (PCC) SHALL MEET THE MATERIAL AND CONSTRUCTION REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 5-05 SAW CUT SHALL BE VERTICAL SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LWES AND W STRAIGHT LINES EXISTING CONCRETE PAVEMENT s -� � ' " - - . '�---SEE NOTES BELOW SEE WSDOT STANDARD � i ` i ii'' I SPECIFICATION 5-01.3(6) 6" � AND NOTES BELOW MIN. �6" MIN. ( 12' EXISTING COMPACTED BASE SIDE OF TRENCH �Z�� MIN. SIDE OF TRENCH CSTC, BANK RUN GRAVEL FOR TRENCH BACKFlLL (9-03-9(3)), GRAVEL BORROW (9-03.14(1)) PER COMPACTED CRUSHED SURFACING WSDOT STANDARD SPECIFICATIONS OR NATIVE TOP COURSE. MATERI�A IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PANEL REPLACEMENT DETERMINATION NorEs: FULL CEMENT CONCRETE PANEL REPLACEMENT: t, rRnNsvERSE �owrs FOR CEMENT CONCRETE SURFACE STREETS, THE �-1/2" DIAM. X 18" � 12" DOWEL BARS ON CENTER MEETING WSDOT STANDARD MINIMUM RESTORATION SHALL BE FULL PANEL SPECIFICATION 9-07.5. REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: 2. LONGITUDINAL JOINTS /�5 TIE BARS X 30" � 36" ON CENTER MEETING WSDOT STANDARD SPECIFICATION 9-07.6. CONDITIONS ADDITIONAL REQUIREMENTS 3. WHEN THE PCC PANEL IS LESS THAN 8" IN THICKNESS J�5 TIE BARS X 30" SHAL� ALL BUS ROUTES BE USED. FOR TRANSVERSE JOINTS TIE BARS SHALL 8E ON 36" CENTERS WITH NO LESS THAN 2 BARS PER SIDE ON ALL INTERSECTIONS PLUS ONE PANE� BEYOND THE SMALL REPAIRS OR REPLACEMENT CURB RETURN PANELS. 40� OR GREATER OF 4. TIE BARS AND CORROSION—RESISTANI EXISTING PANEL REMOVAL DOWEL BARS SHALL BE PLACED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 5-05.3(10). EXCELLENT CONDITION (BASED ON VISUAL AND/OR 5. DOWELS SHALL NOT BE USED WHEN PCC NON—DESTRUCTION TESTING PANEL IS �ESS THAN 8" IN THICKNESS. 6. NEW PCC PANEL SHALL MATCH PRINCIPAL, MINOR, COLLECTOR THICKNESS OF EXISTING CONCRETE ARTERIALS AND ALL STREETS PAVEMENT. IN CBD WITHOUT BUS ROUTES 7. FULL PCC PANEL REPLACEMENT IS NOT REQUIRED WHEN OVERLAID WITH ASPHALT PAVEMENT. TYPICAL PATCH FOR RIGID STD. PLAN - 111 � PUBLIC WORKS pAVEMENT WITHOUT ASPHALT �I'l'I�'.C� E;I) '��''�► DEPARTMENT CONCRETE OVERLAY J(J� -