THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN.
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FDOT AR 02.DWG
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2020, TENSAR INTERNATIONAL CORPORATION
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FLORIDA DEPARTMENT OF TRANSPORTATION
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STRUCTURES DESIGN OFFICE
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ROAD. NO.
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PROJECT NO.
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COUNTY
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CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF MSE STRUCTURES ONLY
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Tensar International Corporation 2500 Northwinds Parkway | Suite 500 Alpharetta, Georgia 30009 | 770-344-2090
%%UTYPICAL LEVELING PAD STEP AND GEOTEXTILE COVERAGE DETAIL
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EPDM BEARING PAD
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CONCRETE LEVELING PAD (SEE LEVELING PAD DETAIL)
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1'-0" WIDE NON-WOVEN GEOTEXTILE COVER ALL JOINTS
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GEOGRID LOCATION
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STANDARD PANEL FRONT FACE
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B2
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B2
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A
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A
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A
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A
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A
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A
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A
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A
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A
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B3
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B3
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B1
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NOT TO SCALE
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TENSAR STRUCTURAL GEOGRID
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%%uVERTICAL JOINT DETAIL
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NOT TO SCALE
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PANEL FRONT FACE
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1'-0" WIDE GEOTEXTILE FABRIC
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TRIM FABRIC AROUND GEOGRID
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%%UHORIZONTAL JOINT DETAIL 5'x5' (PANEL)
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NOT TO SCALE
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TENSAR STRUCTURAL GEOGRID
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1'-0" WIDE GEOTEXTILE FABRIC
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PANEL FRONT FACE
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EPDM PAD (3/4" x 2" x 4", 80 DUROMETER) (4 PER HORIZONTAL JOINT, TYP.)
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%%uLEVELING PAD DETAIL
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NOT TO SCALE
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FRONT FACE PANEL WALL
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6" UNREINFORCED CONCRETE LEVELING PAD (LET CURE FOR A MINIMUM OF 12 HOURS PRIOR TO PLACING PANELS)
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%%uPANEL JOINT DETAIL
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NOT TO SCALE
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* - 3" FOR MODERATELY & SLIGHTLY - 3" FOR MODERATELY & SLIGHTLY AGGRESSIVE ENVIRONMENT (DURABILITY CATEGORIES A & B) - 4 3/8" FOR EXTREMELY AGGRESSIVE ENVIRONMENT (DURABILITY CATEGORIES C, D, E & F) ** - 3 1/2" FOR MODERATELY & SLIGHTLY - 3 1/2" FOR MODERATELY & SLIGHTLY AGGRESSIVE ENVIRONMENT (DURABILITY CATEGORIES A & B) - 4 7/8" FOR EXTREMELY AGGRESSIVE ENVIRONMENT (DURABILITY CATEGORIES C, D, E & F)
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EPDM PAD (3/4" x 2" x 4", 80 DUROMETER)
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REVISIONS
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DATE
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DESCRIPTION
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BY
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ENGINEER OF RECORD:
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NO.
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DATE
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DESCRIPTION
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BY
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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NAME
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DATE
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PROJECT NUMBER
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SCALE
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SHEET NUMBER
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AS SHOWN
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OF
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CLIENT
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THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN.
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FDOT AR 03.DWG
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2020, TENSAR INTERNATIONAL CORPORATION
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FLORIDA DEPARTMENT OF TRANSPORTATION
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STRUCTURES DESIGN OFFICE
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ROAD. NO.
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PROJECT NO.
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COUNTY
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CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF MSE STRUCTURES ONLY
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Tensar International Corporation 2500 Northwinds Parkway | Suite 500 Alpharetta, Georgia 30009 | 770-344-2090
AND SLIGHTLY AGGRESSIVE (DURABILITY CATEGORIES A & B) PANEL SIMILAR WITH 2" MIN. STEEL
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COVER FROM FRONT FACE OF PANEL.
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REINFORCING STEEL
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FRONT
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FACE OF
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PANEL
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FRONT FACE OF PANEL
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2 TON
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LIFTING INSERT
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(ARCHITECTURAL FINISH NOT INCLUDED)
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BACK FACE VIEW
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BOTTOM FACE VIEW
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SIDE FACE VIEW
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GEOGRID TAB (SEE PANEL CONNECTION DETAILS)
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REINFORCING STEEL
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FRONT
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FACE OF
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PANEL
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2 TON
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LIFTING INSERT
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(ARCHITECTURAL FINISH NOT INCLUDED)
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SIDE FACE VIEW
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GEOGRID TAB (SEE PANEL CONNECTION DETAILS)
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FRONT FACE OF PANEL
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FRONT FACE OF PANEL
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FRONT
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FACE OF
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PANEL
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2 TON
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LIFTING INSERT
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(ARCHITECTURAL FINISH NOT INCLUDED)
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BACK FACE VIEW
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SIDE FACE VIEW
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BOTTOM FACE VIEW
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GEOGRID TAB (SEE PANEL CONNECTION DETAILS)
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WELDED WIRE MESH (SEE REINFORCING STEEL REQUIREMENTS)
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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BY
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PROJECT NAME
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ENGINEER OF RECORD:
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NO.
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DATE
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DESCRIPTION
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BY
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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NAME
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DATE
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PROJECT NUMBER
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SCALE
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SHEET NUMBER
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AS SHOWN
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OF
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CLIENT
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THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN.
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FDOT AR 03.DWG
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2012, TENSAR INTERNATIONAL CORPORATION
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FLORIDA DEPARTMENT OF TRANSPORTATION
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STRUCTURES DESIGN OFFICE
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ROAD. NO.
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PROJECT NO.
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COUNTY
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CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF MSE STRUCTURES ONLY
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Tensar International Corporation 2500 Northwinds Parkway | Suite 500 Alpharetta, Georgia 30009 | 770-344-2090
MUST BE SEPARATED FROM THE PAVEMENT/OBSTRUCTION SECTION BY A MINIMUM OF 4".
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AVOID CONFLICT WITH THE CONTRACT PAVEMENT/OBSTRUCTION SECTION. GEOGRID
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CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PLACEMENT OF THE GEOGRID TO
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SUPERELEVATED SECTION
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%%uGEOGRID PLACEMENT AT PAVEMENT/OBSTRUCTION SECTION
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%%uNOTE:
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NOT TO SCALE
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1
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MAX.
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DEFLECTION
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5
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%%uSUPER-ELEVATED PAVEMENT/OBSTRUCTION STRUCTURE
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%%uHORIZONTAL PAVEMENT STRUCTURE
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FRONT FACE
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MSE WALL
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FRONT FACE
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MSE WALL
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SLOPE GEOGRID TO MATCH
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ROADWAY SUPER-ELEVATION
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Scale: N.T.S.
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%%uCONNECTION DETAIL PLAN VIEW (89% COVERAGE)
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UX1700 GEOGRID TAB CENTERED IN PANEL (SEE PANEL CONNECTION SECTION A-A)
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TRANSVERSE BAR OF TAB PLACED AGAINST REINFORCING STEEL
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BODKIN CONNECTION
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PRIMARY GEOGRID REINFORCEMENT (TYPE AND EMBEDMENT LENGTH AS DETERMINED IN DESIGN TABLES)
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PLAN VIEW
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FRONT FACE OF PANEL
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UX1700AR GEOGRID TAB POSITIONED AT PANEL REINFORCING AND CAST WITH PANEL (PLACE TRAVERSE BAR AGAINST REINFORCING STEEL)
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FRONT FACE OF PANEL
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PRIMARY GEOGRID REINFORCEMENT
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2 1/2" (MIN.) EMBEDMENT
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REINFORCING STEEL OR WELDED WIRE MESH
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4 1/2" WIDE X 1/4" THICK HDPE BODKIN BAR (TYP.)
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PULL TAUT TO REMOVE SLACK IN CONNECTION
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SECTION A-A
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2" (MIN.)
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2" (MIN.)
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A
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A
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Scale: N.T.S.
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%%uGEOGRID SPLICE BODKIN CONNECTION
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PIECE 2
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PIECE 1
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TO FORM A BODKIN CONNECTION FOR SPLICING GEOGRID: 1. BEND THE LAST APERTURE OF ONE PIECE OF GEOGRID AS SHOWN.
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2. PASS THE RIBS OF THE BENT APERTURES THROUGH THE RIBS OF THE SECOND PIECE OF GEOGRID AND INSERT THE BODKIN BAR INTO THE SPACE BETWEEN THE TWO GEOGRID LAYERS.
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3. PULL GEOGRID TAUT TO TENSION CONNECTION.
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NOTE: SPLICED GEOGRID PIECE ON EITHER SIDE OF THE BODKIN CONNECTION AT LEAST 6 FEET LONG UNLESS THE GEOGRID TERMINATES IN A FIXED CONNECTION.
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LAST APERTURE
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4 1/2" WIDE x 1/4" THICK HDPE BODKIN BAR
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%%uPANEL BODKIN CONNECTION
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Scale: N.T.S.
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GEOGRID TAB
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REINFORCING GEOGRID
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3. PULL REINFORCING GEOGRID TAUT TO TENSION CONNECTION.
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2. PASS THE RIBS OF THE BENT APERTURES THROUGH THE RIBS OF THE GEOGRID TAB AND INSERT THE BODKIN BAR INTO THE SPACE BETWEEN THE TWO GEOGRID LAYERS.
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1. BEND THE LAST APERTURE OF REINFORCING GEOGRID AS SHOWN.
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TO FORM A PANEL BODKIN CONNECTION FOR CONNECTING TO FACING PANEL:
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4 1/2" WIDE X 1/4" THICK HDPE BODKIN BAR
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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BY
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DRAWING TITLE
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PROJECT NAME
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ENGINEER OF RECORD:
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NO.
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DATE
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DESCRIPTION
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BY
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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NAME
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DATE
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PROJECT NUMBER
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SCALE
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AS SHOWN
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OF
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CLIENT
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THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN.
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FDOT AR 03.DWG
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2012, TENSAR INTERNATIONAL CORPORATION
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FLORIDA DEPARTMENT OF TRANSPORTATION
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STRUCTURES DESIGN OFFICE
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ROAD. NO.
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PROJECT NO.
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COUNTY
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CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF MSE STRUCTURES ONLY
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Tensar International Corporation 2500 Northwinds Parkway | Suite 500 Alpharetta, Georgia 30009 | 770-344-2090
6"x6" - W10.0xW10.0 WELDED WIRE MESH PER ASTM A-82
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FABRICATION PER ASTM A-185
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%%UFOR 6 7/8" PANEL:
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OR
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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BY
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PROJECT NAME
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ENGINEER OF RECORD:
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NO.
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DATE
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DESCRIPTION
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BY
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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NAME
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DATE
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PROJECT NUMBER
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SCALE
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AS SHOWN
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OF
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CLIENT
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THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN.
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FDOT AR 03.DWG
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2012, TENSAR INTERNATIONAL CORPORATION
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FLORIDA DEPARTMENT OF TRANSPORTATION
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STRUCTURES DESIGN OFFICE
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ROAD. NO.
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PROJECT NO.
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COUNTY
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CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF MSE STRUCTURES ONLY
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Tensar International Corporation 2500 Northwinds Parkway | Suite 500 Alpharetta, Georgia 30009 | 770-344-2090
3" MIN. VERTICAL SPACING BETWEEN NOSING GRIDS AND PRIMARY REINFORCING GRIDS
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%%UEXAMPLE ACUTE CORNER - SKEWED GEOGRID AT ABUTMENT LEVEL
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CONCRETE PILE (TYP.)
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NOT TO SCALE
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(TYP.)
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SLIP JOINT PANEL
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FRONT FACE OF WALL
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PRECAST CORNER
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15° MAX.
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PRESTRESSED
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F.F.B.W.
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BACK FACE
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OF PANEL
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#4 BARS, 1'-4" O.C. MAX.
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2 TON LIFTING INSERT
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FRONT
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FACE OF
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PANEL
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%%USIDE VIEW
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%%UVIEW B-B
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A
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A
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B
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B
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FRONT FACE OF PANEL
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%%uSECTION A-A
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%%UTYPICAL CORNER ELEMENT DETAIL
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GEOGRID TAB LOCATION
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(UX1700AR)
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FRONT FACE OF PANEL
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TOP OF PANEL
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GEOGRID TAB LOCATION
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SPACING
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VARIES
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CLEARANCE (SEE NOTE 1)
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NOTE 1 3" FOR EXTREMELY AGGRESSIVE ENVIRONMENTS (DURABILITY CATEGORIES C, D, E & F) 2" FOR MODERATELY OR SLIGHTLY AGGRESSIVE ENVIRONMENTS (DURABILITY CATEGORIES A & B)
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NOTE 2 6 7/8" FOR EXTREMELY AGGRESSIVE ENVIRONMENTS (DURABILITY CATEGORIES C, D, E & F) 5 1/2" FOR MODERATELY OR SLIGHTLY AGGRESSIVE ENVIRONMENTS (DURABILITY CATEGORIES A & B)
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#4 BARS
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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BY
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PROJECT NAME
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ENGINEER OF RECORD:
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NO.
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DATE
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DESCRIPTION
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BY
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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NAME
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DATE
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PROJECT NUMBER
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SCALE
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AS SHOWN
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OF
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CLIENT
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THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN.
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FDOT AR 03.DWG
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2012, TENSAR INTERNATIONAL CORPORATION
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FLORIDA DEPARTMENT OF TRANSPORTATION
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STRUCTURES DESIGN OFFICE
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ROAD. NO.
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PROJECT NO.
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COUNTY
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CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF MSE STRUCTURES ONLY
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Tensar International Corporation 2500 Northwinds Parkway | Suite 500 Alpharetta, Georgia 30009 | 770-344-2090
NOTE: THIS DETAIL IS APPLICABLE WHEN ABUTMENT GEOGRID IS REQUIRED FOR BACKWALL AND LONG TERM SETTLEMENT IS IN EXCESS OF 4".
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ROADWAY (BY OTHERS)
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GALVANIZED STEEL 4"X4" - W4.0XW4.0 WELDED WIRE FORM (REFER TO TENSAR WELDED WIRE FORM REINFORCED RETAINING WALL QPL APPROVED DRAWING FOR WIRE FORM AND FACING DETAILS)
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ABUTMENT (BY OTHERS)
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CUT TOP MOST WIRE FORM TO CONFORM WITH FINISHED GRADE
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SUPPORT STRUT
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SCALE: N.T.S.
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%%UATTACHMENT PLATE
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%%UPANEL TO PANEL ATTACHMENT
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(VIEW A-A)
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SCALE: N.T.S.
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%%UCONNECTION BOX
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3. ALL FABRICATED STEEL PARTS SHALL BE FABRICATED FROM
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AFTER FABRICATION FOR MODERATELY OR SLIGHTLY AGGRESSIVE
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2. ALL FABRICATED STEEL PARTS SHALL BE HOT DIP GALVANIZED
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316 L GRADE STAINLESS STEEL OR HOT DIP GALVANIZED AND
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%%uFABRICATION ATTACHMENT STEEL NOTES:
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FIELD APPLIED COAL TAR COATED FOR USE IN 100 YR FLOOD PLAIN
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+ 2' (SALT WATER ZONE OF INFLUENCE)
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ENVIRONMENTS.
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4. ALL DIMENSIONS ARE MINIMUM REQUIRED
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1. ALL STEEL ANGLES AND PLATES SHALL BE PER ASTM A36
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EXCEPT NOTE 3.
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3/4" THREADED ROD, NUTS & WASHERS
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CONNECTION BOX
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3/4" BOLT PER ASTM A325WITH NUTS & WASHER
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FRONT FACE OF PANEL
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#3 REBAR X 6" SHEAR DOWEL
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ATTACHMENT PLATE
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STIFFENER NOT SHOWN FOR CLARITY
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1/4" PLATE
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1/4" STIFFENER WELDED TO ANGLE
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1"
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REVISIONS
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DESCRIPTION
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BY
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PROJECT NAME
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ENGINEER OF RECORD:
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NO.
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DATE
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DESCRIPTION
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BY
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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NAME
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DATE
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PROJECT NUMBER
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SCALE
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SHEET NUMBER
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AS SHOWN
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OF
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CLIENT
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THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN.
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FDOT AR 03.DWG
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2012, TENSAR INTERNATIONAL CORPORATION
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FLORIDA DEPARTMENT OF TRANSPORTATION
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STRUCTURES DESIGN OFFICE
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ROAD. NO.
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PROJECT NO.
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COUNTY
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CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF MSE STRUCTURES ONLY
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Tensar International Corporation 2500 Northwinds Parkway | Suite 500 Alpharetta, Georgia 30009 | 770-344-2090
TAR EPOXY COATED FOR USE IN 100 YR FLOOD PLAIN + 2'
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STAINLESS STEEL OR HOT DIP GALVANIZED AND FIELD COAL
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1. ALL FABRICATED STEEL PARTS SHALL BE HOT DIP GALVANIZED AFTER
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FABRICATION FOR MODERATELY OR SLIGHTLY AGGRESSIVE ENVIRONMENTS
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%%uNOTES:
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2. ALL FABRICATED STEEL PARTS SHALL BE FABRICATED FROM 316 L GRADE
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(SALT WATER ZONE OF INFLUENCE).
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3.
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ANCHOR SHALL BE KWIK BOLT 3 - 5/8"%%C STAINLESS OR APPROVED
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EQUAL.
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(SEE NOTE 3)
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13/16"%%C HOLE
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(TYP.)
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4" (MIN.) X 4" (MIN.) X 5/16" (MIN.) - 4'-0" LONG ANGLE
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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BY
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PROJECT NAME
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ENGINEER OF RECORD:
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NO.
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DATE
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DESCRIPTION
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BY
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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NAME
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DATE
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PROJECT NUMBER
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SCALE
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SHEET NUMBER
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AS SHOWN
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OF
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CLIENT
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THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN.
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FDOT AR 03.DWG
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2012, TENSAR INTERNATIONAL CORPORATION
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FLORIDA DEPARTMENT OF TRANSPORTATION
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STRUCTURES DESIGN OFFICE
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ROAD. NO.
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PROJECT NO.
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COUNTY
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CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF MSE STRUCTURES ONLY
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Tensar International Corporation 2500 Northwinds Parkway | Suite 500 Alpharetta, Georgia 30009 | 770-344-2090
THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN.
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FDOT AR 03.DWG
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2020, TENSAR INTERNATIONAL CORPORATION
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FLORIDA DEPARTMENT OF TRANSPORTATION
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STRUCTURES DESIGN OFFICE
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ROAD. NO.
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PROJECT NO.
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COUNTY
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CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF MSE STRUCTURES ONLY
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Tensar International Corporation 2500 Northwinds Parkway | Suite 500 Alpharetta, Georgia 30009 | 770-344-2090
THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF THOSE SPECIFIC TENSAR PRODUCTS INCORPORATED THEREIN WHICH ARE PROPRIETARY TO TENSAR. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS WILL INVALIDATE THIS DESIGN.
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FDOT AR 03.DWG
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2012, TENSAR INTERNATIONAL CORPORATION
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FLORIDA DEPARTMENT OF TRANSPORTATION
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STRUCTURES DESIGN OFFICE
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ROAD. NO.
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PROJECT NO.
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COUNTY
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CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF MSE STRUCTURES ONLY
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Tensar International Corporation 2500 Northwinds Parkway | Suite 500 Alpharetta, Georgia 30009 | 770-344-2090