Dimension "A" = 2" @ 70 F (unless otherwise shown in the Structures Plans, Expansion Joint Data Table) Elastomeric Seal See Note 5 Top of Bridge Deck or Sidewalk 5 8" x 8" Long diagonal Anchor Studs spaced @ 1’-0" centers (Typ.) 3 8" Bridge Deck Min. R Tooled Edge (Typ. as required) 5 M in. ) 8" ( 1 4" Right Side Skew Angle (Varies) Anchor Studs spaced @ Left Side 90 (Typ.) Movement . (Varies) im Skew Angle to face of rail Direction of D Rail top offset 1’-0" centers (Typ.) 0 9 " 0 9 ( +) a 0 9 "B A" D im . " x 10" Long horizontal 3" – 5 8" »¿ Expan Joint adjustment for temperature plus 2 times Face of Traffic rail top offset to face of rail) Railing, Parapet or Post »¿ Expansion Front Face of Backwall D ire ction of Face of Edge Rails Stat ionin g Face of Traffic Railing, Dimension "B" (Dimension "A" plus or minus Line Parapet or Post NOTE: Perpendicular Skew Angle and a measured »¿to positive in clockwise direction from a line perpendicular to the Joint. See Structures Plans, Expansion Joint Data Table. Thickened Slab End Approach Slab MOVEMENT SCHEMATIC TYPICAL SECTION THRU STRIP SEAL EXPANSION JOINT (Begin or End Concrete Girder Bridge shown, Intermediate Supports and Steel Girder Bridge similar. Reinforcing Steel and Girder details not shown for clarity.) 5 5 16( 16) 60 Grind Flush GENERAL NOTES: 1. Furnish Strip Seal Expansion Joint Systems in accordance with Specification Section 458. 2. Shape of Edge Rail shown is representative, minor variations depending on manufacturer are permitted. 3. Recess the Edge Rail below the concrete surface in accordance with Specification Section 458. 4. Refer to Specification 458 and the Expansion Joint Data Table in the Structures Plans for Seal installation and fabrication requirements and adjustments to Dimension "A". Weld 5. Manufacturers seeking approval of Strip Seal Expansion Joint Systems for inclusion on the Qualified Products List as pre-approved designs must submit application along with design documentation showing the expansion joint meets the specification, geometric and material requirements specified herein. Include installation details consisting of temporary or 5 5 16( 16) sacrificial support brackets, bolts, clamps, etc. that are compatible with decks constructed 60 with or without blockouts. SHOP SPLICE DETAIL REVISIONS DATE BY 07/01/10 GJM DESCRIPTION CMH 2010 Interim Design Standard BY DESCRIPTION Deleted INSTRUCTIONS TO DESIGNER & Diaphragm related details. 01/01/11 DATE Deleted Notes 3 & 4; Changed Notes 1 & 2; Moved MOVEMENT SCHEMATIC from sheet 2 to sheet 1. STRIP SEAL EXPANSION JOINT Interim Date Sheet No. 01/01/11 1 of 3 Index No. 21100 Match Slope of Deck Elastomeric Seal »¿ Expan Face of Dim . " A" Dim . " B" Dim . " A" Slope Break Line or Phase Construction Line Elastomeric Seal " "B Chamfer (Typ.) Edge Rail m. Di 3 4" Dim . " B" Face of Edge Rail n. Mi 1 " 2 ) x. Ma "( 4 , ) n. Mi ( 1" n. Mi 1 " 2 Joint m. Di s e i r e Va p o Sl Sl o p e Va r i e s Elastomeric Seal " "B 3 4" , ng i l i t Ra os c i P f r af to Tr e ap r Pa Skew Angle , ng i l i Ra st o c i P f af or Tr et ap r a P n ur t Up Turn Angle = Skew Angle/2 Skew Angle Anchor Stud (Typ.) Chamfer (Typ.) »¿PARTIAL SECTION ALONG JOI Match Slope of Deck »¿ Expansion Field Butt Joint (Seal with Caulk) Expansion Joint Assembly FIELD BUTT JOINT LOCATION (CROWNED DECK OR SLAB SHOWN) PARTIAL PLAN VIEW OF JOINTS SKEWED PARTIAL PLAN VIEW OF SKEWED JOINTS GREATER THAN 6 Match Slope of Deck Match Slope of Deck Elastomeric Seal »¿ Expan Face of Edge Rail Face of Edge Rail Dim . " A" Dim . " B" Dim . " A" Skew Angle Joint 3 4" Chamfer (Typ.) " Dim . " B" Chamfer (Typ.) B D im . " 3 4" Upturn Traffic Separator (Type varies) Construction Joint Elastomeric Seal Provide Blockout (shaded) to allow unobstructed 1 2" movement of adjacent Min. . 1 n "Mi 2 Traffic Railing, Elastomeric Parapet or Post Seal Anchor Stud (Typ.) »¿ Expansion Edge Rail , g n i l i c Ra i f f a Tr t s r Po o t e p a r Pa Anchor Stud (Typ.) Expansion Joint Assembly PARTIAL PLAN VIEW OF NONSKEWED JOINTS PARTIAL PLAN VIEW OF NONSKEWED JOINTS & JOINTS SKEWED 6 OR LESS »¿PARTIAL SECTION ALONG JOINT THRU TRAFFIC SEPA Front Face of Traffic Railing, Parapet or Post Front Face of Traffic Railing, Parapet or Post Provide Blockout (shaded) Min. to allow unobstructed movement of adjacent Construction 1 2" Min. Edge Rail Elastomeric Seal Joint Construction Elastomeric Seal Sl o p e Va r i e s 4" (Trim flange 5" 1 2" Joint Elastomeric Seal Sl o p e Va r i e s of Edge Rail) 120 (Typ.) Upturn (See Upturn Shop Splice Detail this Sheet) Expansion Joint Assembly 3 "Ma x . 6" Expansion Joint Assembly 6" Expansion 6" Joint Assembly 6" 3 "Ma x . UPTURN DETAIL »¿PARTIAL SECTION ALONG »¿PARTIAL SECTION ALONG JOINT TREATMENT AT HIGH SIDE OF DECK JOINT TREATMENT AT LOW SIDE OF DECK & WITH SLOPE = 2% HIGH SIDE OF DECK WITH SLOPE < 2% (Sidewalk Cover Plate where applicable not shown for clarity) (Sidewalk Cover Plate where applicable not shown for clarity) REVISIONS DATE BY DESCRIPTION 01/01/10 SJN Changed MOVEMENT SCHEMATIC detail. 01/01/11 CMH Moved MOVEMENT SCHEMATIC detail to sheet 1. (TYPICAL AT TRAFFIC BARRIERS AND PARAPETS) DATE 2010 Interim Design Standard BY DESCRIPTION STRIP SEAL EXPANSION JOINT Interim Date Sheet No. 01/01/10 2 of 3 Index No. 21100