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2 70-27 KA It is intended that "Wet Continuous" wet reflective pavement markings be used on all White and Yellow lines. 9 Wet continuous beads shall be used for all edge line markings, skips and gore lines. Locations including gore chevrons, diagonals or any transverse markings shall use standard glass beads with a refractive index 1.5. Page 2 of 8
3 2 6" DOTTED WHITE 12" SOLID WHITE CHEVRON LINE FULL LENGTH OF DECELERATION LANE EXTENSION LINE 40 6" SOLID WHITE EDGE LINE 8" SOLID WHITE GORE MARKINGS 30 12" SOLID WHITE DIAGONAL LINE 6" BROKEN WHITE LANE LINE TYPICAL DECELERATION EXIT RAMP 12" SOLID WHITE CHEVRON LINE 12" SOLID WHITE DIAGONAL LINE 40 8" SOLID WHITE GORE MARKINGS 6" DOTTED WHITE EXTENSION LINE 6" SOLID WHITE EDGE LINE 30 6" BROKEN WHITE LANE LINES TYPICAL TAPERED EXIT RAMP 6" SOLID YELLOW EDGE LINE 6" BROKEN WHITE LANE LINES 6" DOTTED WHITE EXTENSION LINE 8" SOLID WHITE GORE MARKING FULL LENGTH OF ACCELERATION LANE 6" SOLID WHITE EDGE LINE TYPICAL ACCELERATION RAMP 5/25/12 Dotted Extension Lines and Lane Drop Lines B.A.H. B.D.G. 1 7/26/05 New FHWA Approval Date J.F.F. B.D.G. NO. DATE REVISIONS BY APP D Page 3 of 8 Pg 1 of 2 KANSAS DEPARTMENT OF TRANSPORTATION TYPICAL PAVEMENT MARKING DETAILS FOR MULTI-LANE DIVIDED ROADWAYS TE307 FHWA APPROVAL 5/25/2012 APP D Brian D. Gower DESIGNED J.F.F. DETAILED J.F.F. QUANTITIES TRACED DESIGN CK. B.D.G. DETAIL CK. B.D.G. QUAN. CK. TRACE CK.
4 2 SHOULDER LINE EDGE OF PAVEMENT 6" SOLID WHITE EDGE LINE EDGE OF PAVEMENT 6" BROKEN WHITE LANE LINE C L EDGE OF PAVEMENT 6" SOLID WHITE EDGE LINE EDGE OF PAVEMENT SHOULDER LINE TYPICAL LANE LINE AND EDGE LINE MARKINGS FOR FOUR LANE AND SIX LANE DIVIDED HIGHWAYS 12" SOLID WHITE DIAGONAL LINE 8" SOLID WHITE GORE MARKINGS 12" SOLID WHITE CHEVRON LINE 300 8" SOLID WHITE LINE 1 2 MILE 8" LANE DROP MARKING 6" SOLID WHITE EDGE LINE 30 8" LANE DROP MARKING 6" BROKEN WHITE LANE LINES TYPICAL LANE DROP TYPICAL SPACING FOR DOTTED EXTENSION LINES, UNLESS OTHERWISE NOTED ON PLANS. TYPICAL SPACING FOR BROKEN LINES UNLESS OTHERWISE NOTED ON PLANS. TYPICAL SPACING FOR LANE DROP. UNLESS OTHERWISE NOTED ON PLANS. NOTE: LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET A MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS. Pg 2 of 2 NOTE: AT RAMP TERMINALS WITH CROSS-ROADS, WRAP 6" EDGE LINES AROUND RADII. NOTE: ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED. 6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES. Page 4 of 8 5/25/12 Dotted Extension Lines and Lane Drop Lines B.A.H. B.D.G. 1 7/26/05 New FHWA Approval Date J.F.F. B.D.G. NO. DATE REVISIONS BY APP D KANSAS DEPARTMENT OF TRANSPORTATION TYPICAL PAVEMENT MARKING DETAILS FOR MULTI-LANE DIVIDED ROADWAYS TE307 FHWA APPROVAL 5/25/2012 APP D Brian D. Gower DESIGNED J.F.F. DETAILED J.F.F. QUANTITIES TRACED DESIGN CK. B.D.G. DETAIL CK. B.D.G. QUAN. CK. TRACE CK.
5 Page 5 of 8 TRAILING CONTRAST PAVEMENT MARKINGS 32' 8' 8' 24' 16' CONTRAST PAVEMENT MARKINGS DETAIL SHEET APP'D DESIGNED JAM DETAILED JAM DESIGN CK. DETAIL CK. CADconform Certify This File Sh. No. 6" 15-MAR :38 Trafic Drawn By : jmadrid Ploted : File : Contrast Markings (KDOT).dgn CADconform Certify This File DOTTED EXTENSION CONTRAST PAVEMENT MARKINGS 4' 2' 2' 2' 6" LANE DROP CONTRAST PAVEMENT MARKINGS 9' 6" 3' 3' 6' * DRAWINGS NOT TO SCALE * REFER TO SECTION 806 DURABLE PAVEMENT MARKING IN THE 2015 STANDARD SPECIFICATIONS FOR ALL INFORMATION REGARDING LEGEND: WHITE PAVEMENT MARKING APPLICATION OF PAVEMENT MARKING MATERIALS. CONTRAST PAVEMENT MARKING CONCURRENTLY WHEN APPLIED TO THE ROADWAY. 5. OTHER THAN TAPE, APPLICATION OF BLACK PAVEMENT MARKING MATERIAL SHALL CONTAIN A MIXTURE OF COAL SLAG AT THE RATE 8-10 POUNDS PER GALLON OF LIQUID PAVEMENT MARKING TO ACHIEVE A SKID RESISTANCE VALUE OF 50 BPN. 6. APPLY TRAILING PAVEMENT MARKINGS THE FOLLOW THE SAME SPACE CONFIGURATION AS BROKEN LINES, DOTTED EXTENSION AND LANE DROP MARKINGS IN THE CONTRACT DOCUMENTS. NOTES: TRAILING CONTRAST MARKINGS ARE CURRENTLY THE ONLY PREFERRED LAYOUT FOR INTERMITTENT MARKINGS ON CONCRETE AND ASPHALT SURFACES. MULTI-COMPONENT, EPOXY AND TAPE SHALL BE THE ONLY PAVEMENT MARKING MATERIAL THAT IS USED FOR CONTRAST MARKINGS. ANY OTHER MATERIAL MUST FIRST BE APPROVED BY THE TRAFFIC ENGINEERING SECTION IN THE BUREAU OF TRANSPORTATION SAFETY AND TECHNOLOGY. IF APPROVED TO USE FOR CONTRAST MARKINGS, A PROJECT WILL BE SELECTED BY KDOT'S PAVEMENT MARKING SPECIALIST IN ORDER TO TEST THE PAVEMENT MARKING MATERIAL. FOR PROPER ALIGNMENT OF CONTRAST PAVEMENT MARKINGS THE APPLICATION OF BOTH WHITE AND BLACK MATERIAL SHALL BE PLACED
6 70-27 KA X Page 6 of 8
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Edge Wedge 150 lb/ft 3
Page 1 of 14 Page 2 of 14 6443 OL 4774 Mill 22,098 Edge Wedge (Rock) @ 150 lb/ft 3 Page 3 of 14 Edge Wedge (Rock) @ 150 lb/ft 3 Page 4 of 14 Edge Wedge (Rock) @ 150 lb/ft 3 Page 5 of 14 Page 6 of 14 Page
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Page 1 of 11 75-16 KA 5188-01 KA 5188-01 Page 2 of 11 (0+00-28+69) 14,664 SQYDS ROCK EDGE WEDGE 0+00-26+30 D = 0.083333' W = 2.0' 26+30-338+65 D = 0.25' W = 3.0' KA 5188-01 Page 3 of 11 28+69-338+65 (103,553
The first lift, mainline, shall be placed using a spray paver.
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