RCBA EXTENSION FOR BRIDGE RAILING TRANSITION …

1 59015425904 EPOXY-COATED REINFORCING BARS269 SYSBILL OF MATERIALSMISCELLANEOUSSIZEMARK OR BARSNO. OFLENGTHWEIGHT4 -2"16 -7"Reinforcing BarsTotal Epoxy-CoatedRCBA EXTENSION AreaRCBA extensionQuantities are for oneSECTION B-BPLANAABB1 -6"2"2"3"3"2"16 -5"2 -0" 2"16 -5"Concrete BRIDGE RAILING TRANSITION Type TFC, TPF-1, TPF-2, TPS-1, or TPS-2 Limits(Bottom)3 - 5904(Top)2 - 590459045901 (Typ.)5901 (Typ.)6"6"3"3" RAILING LimitsConcrete BRIDGE Approach33-5901 (Top), Lap with #4 Bars in BRIDGE Approach32 Spa. @ 6" = 16 -0" (Top)9-5901 (Bottom), Lap with #5 Bars in BRIDGE Approach8 Spa. @ 2 -0" = 16 -0 (Bottom)SECTION A-A1 -6" BRIDGE Approach5904 (Typ.)2" " " x 4 -2"5904 x 16 -7"16 -0"3 -7"E 609-TBAE-01561165 TFC, TPF-1, TPF-2, TPS-1, OR TPS-2 BRIDGE RAILING TRANSITIONRCBA EXTENSION FOR3 See Standard Drawing E 609-TBAE-04 for General Notes.

2 TRANSITION type TPS-2 Standard Drawings E 706-TTPP-07 and -08 for concrete BRIDGE RAILING TRANSITION type TPS-1 Standard Drawings E 706-TTPP-05 and -06 for concrete BRIDGE RAILING TRANSITION type TPF-2 Standard Drawings E 706-TTPP-03 and -04 for concrete BRIDGE RAILING TRANSITION type TPF-1 Standard Drawings E 706-TTPP-01 and -02 for concrete BRIDGE 2bridge RAILING TRANSITION type TFC Standard Drawings E 706-TTFC-01 through -03 for concrete 1 NOTES 2212 SEPTEMBER 2013 DATECHIEF STANDARDS ENGINEERSTANDARD DRAWING DEPARTMENT OF TRANSPORTATION/s/ Elizabeth W. Phillips02/28/13/s/ Mark A. Miller03/27/13E 609-TBAE-025611 TFT, TTF-2, OR TTXBRIDGE RAILING TRANSITIONRCBA EXTENSION FOR See Standard Drawing E 609-TBAE-04 for General Notes.

3 TRANSITION type TTX Standard Drawing E 706-TTTX-01 and -02 for concrete BRIDGE 3bridge RAILING TRANSITION type TTF-2 Standard Drawing E 706-TTTF-01 through -04 for concrete 2bridge RAILING TRANSITION type TFT Standard Drawing E 706-TTFT-01 through -03 for concrete 1 NOTES23 SEPTEMBER 2013 DATECHIEF STANDARDS ENGINEER3 STANDARD DRAWING DEPARTMENT OF TRANSPORTATION/s/ Elizabeth W. Phillips02/28/13/s/ Mark A. Miller03/27/1320 -6"PLANSECTION D-DCCD2"2"3"3"3"3"20 -6"1 -6" BRIDGE Approach(Bottom)3-5902(Top)2-59025902590 1 (Typ.)5901 (Typ.)6"2"6"6"3"3" D41 - 5901 (Top), Lap with #4 Bars in BRIDGE Approach40 Spa. @ 6" = 20 -0" (Top)11 - 5901 (Bottom), Lap with #5 Bars in BRIDGE Approach10 Spa. @ 2 -0" = 20 -0" (Bottom)Concrete BRIDGE RAILING TRANSITION Type TFT, TTF-2, or TTX LimitsRailing LimitsConcrete Bridge59015525902 MISCELLANEOUSEPOXY-COATED REINFORCING BARS333 SYSBILL OF MATERIALSSIZEMARK OR BARSNO.

4 OFLENGTHWEIGHT4 -2"20 -7"Reinforcing BarsTotal Epoxy-CoatedRCBA EXTENSION AreaRCBA extensionQuantities are for one5901 x 4 -2"5902 x 20 -7"20 -0"3 -7"SECTION C-C1 -6"5902 (Typ.) BRIDGE Approach2" 1/2" " REINFORCING BARS312 SYSBILL OF MATERIALS590352 MISCELLANEOUSSIZEMARK OR BARSNO. OFLENGTHWEIGHT5 -0"4 -2"18 -1"3 -6"#5 Reinforcing BarsTotal Epoxy-CoatedRCBA EXTENSION AreaRCBA extensionQuantities are for one5901 x 4 -2"5900 x 5 -0"5903 x 18 -1"3 -7"4 -5"17 -6"SECTION E-E5903 (Typ.)1 -6"5901 SECTION F-F5903 (Typ.)2 -4"5900 # BRIDGE BRIDGE 4" " " " " " G-GFF(1 Top & 1 Bottom)2 - #5 X 3 -6" 1 -6"10"4 -0"14 -0"18 -0"2 -4" 1 -6"18 -0"5903(Bottom)3 - 5903(Top)2 - 5903 RAILING LimitsConcrete Bridge28 - 5901 (Top), Lap with #4 Bars in BRIDGE BRIDGE Approach Lap with #4 Bars in 8 - 5900 (Top), BRIDGE Approachwith #4 Bars in 3 - 5900 (Bottom), Lap 7 - 5901 (Bottom), Lap with #5 Bars in BRIDGE Approach6" BRIDGE ApproachConcrete BRIDGE RAILING TRANSITION Type WFC Limits35 Spa.

5 @ 6" = 17 -6" (Top)8 Spa. @ 2 -0" = 16 -0" (Bottom)2" " " " " " " " " 609-TBAE-03 SEPTEMBER 20131325611 WFCBRIDGE RAILING TRANSITIONRCBA EXTENSION FOR See Standard Drawing E 609-TBAE-04 for General Notes . RAILING TRANSITION WFC Standard Drawings E 706-TWFC-01 through -03 for concrete 1 NOTES25656 DATECHIEF STANDARDS ENGINEERSTANDARD DRAWING DEPARTMENT OF TRANSPORTATION/s/ Elizabeth W. Phillips02/28/13/s/ Mark A. Miller03/27/136"STANDARD DRAWING DEPARTMENT OF TRANSPORTATIONE 609-TBAE-04 SEPTEMBER 2012 GENERAL NOTESBRIDGE RAILING TRANSITIONRCBA EXTENSION FORDATECHIEF ENGINEER/s/ Mark A. MillerDATESUPERVISOR, ROADWAY STANDARDS09/04/1209/04/12 STATE LANEIGENRERGEISTERDE RICHARD L. VanCLEAVE 9750/s/ Richard L.

6 Van Cleave GENERAL NOTES cement concrete the plans for thickness of RCBA and its EXTENSION to be used with a terminal joint and portland 6 See the plans for thickness of RCBA and its EXTENSION to be used with asphalt Standard Drawing E 703-BRST-01 for reinforcing-bar bending details and end as shown on the end of the reinforced concrete BRIDGE approach EXTENSION shall match the construction at the 3 Construction joint type A. See Standard Drawing E 702-CJTA-01 for Standard Drawing E 609-RCBA-01 and the plans for reinforced concrete BRIDGE approach