24" B B Joint X501 Joint See MARKINGS Note PCB-RXX-350-TL3 " X501 Y301 (Typ.) " A PLAN (reinforced casting option shown) A " dia. Hinge Bar (Typ.) NOT

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12 B B Joint Joint See MARKINGS Note PCB-RXX-350-TL3 " Y301 (Typ.) " A PLAN (reinforced casting option shown) A " dia. Hinge Bar (Typ.) NOTES GENERAL: This barrier may be manufactured with reinforcing steel or with welded wire fabric as shown in the ELEVATION and SECTION A-A details. See CMS 622 for additional information. The minimum design strength of the concrete is 4,000 psi and meets the requirements of CMS 499. Sections of barrier with the pin and loop connection on one end and the hook plate connection on the other end are permitted, but must be manufactured using the reinforcing steel only. PORTABLE CONCRETE BARRIER BARRIER (PCB): (PCB): Do not use the PCB detailed here on bridge deck edges, or similar drop-offs. PCB, Bridge Mounted, shown on Structural Engineering s Standard Drawing PCB-91. PCB-91, or approved alternative products as shown on the Office of Roadway Engineering s website, shall be used at those locations in accordance with that office s PCBDD Design Data Sheet. HINGE AND REINFORCING BARS: BARS: Use ASTM A 36 for the " hinge bars. Use rebars meeting the requirements of CMS 509 (ASTM A 615 Grade 60). Wire mesh shall meet CMS Black Steel is permitted. CONNECTING HARDWARE: Bolts, washers and hex nuts are to be galvanized after fabrication per CMS and meet the requirements of CMS except that the Rotational Capacity test specified in ASTM A 325 shall be waived. STATE OF OHIO DEPARTMENT OF TRANSPORTATION DATE ADMINISTRATOR 10-0" minimum, 20-0" maximum Typ. Typ. ALTERNATE BARRIER: Approved Alternate Portable Barrier can be found on the Office of Roadway Engineering s Website. HANDLING DEVICES: DEVICES: Such devices may be used in lieu of the lifting slot for moving the barrier. They may be of any design sufficient to safely handle the weight of the section being lifted. No handling devices shall protrude from the surface of the barrier when in place. STDS. ENGINEER M. Ruppe 4" Spacing Varies to 1-7" max. (4 spaces at 19" for 10, 6 spaces at 16.7" for 12, or 11 spaces at 17.8" for 20 ) Y301 (Typ.) 4" notch MARKINGS: All barrier segments are to be marked on the top, as shown, where XX indicates the year cast. If the barrier is cast using welded wire fabric instead of the rebar, add "WWF" to the end of the notation. Permanently impress these markings in the barrier using a minimum of high lettering. The tapered end section is not required to be marked. On the top of each barrier segment, including tapered end sections, permanently mark a unique identification as to its manufacturer. And somewhere on the barrier, permanently mark the day and month the barrier was manufactured. O FFICE O F RO A D W A Y ENGINEERING REFLECTORIZATION: Install barrier reflectors in accordance with Traffic Engineering Standard Drawing 15 " 15" Hinge Bars 18" 13 " MT , when specified in the plans. PAYMENT: This barrier is paid for in feet as ITEM Portable Barrier,. Approved alternatives 8 " 15 " 8 " 4" 8 " 15" 8 " (2) ELEVATION (with reinforcing steel) Reinforcing Steel (one each side) (2) Limits of x W2.9/W2.9 Welded Wire Fabric and two longitudinal #4 bars. 4-0" Drainage and Lifting Slot, 3-0" min. Centered along length Drainage WWF Hinge Bars Slot ELEVATION (with wire mesh) BARRIER SECTION WITH PIN & LOOP CONNECTION 18" 7" 2-10" min. 3-0" min. 7" 9 " 4" 1 9 " 13 " notch 13 " 11 " 2 " 4 " Hinge Bars to the barrier shown on this drawing (and SCD PCB-91) can be found on the Office of Roadway Engineering s website. Typical Barrier Reflector location, when specified in the plans. SECTION A-A SECTION A-A LEGEND 7" 7" dia. 1 Y301 Rebar casting option Clear W2.9/2.9 Hinge x Bars WWF Vertical edges on Lifting Slot may be battered. Depth " #4 Rebar tied to outside of WWF (One each side) WWF casting option radius or " chamfer, all top and end corners. Permissible 10" radius. Permissible radius. 1 19" 10" 3" 4" VIEW B-B 2 Hinge Bars 3 THIS DRAWING REPLACES RM-4.2 DATED SCD NUMBER STANDARD ROADWAY CONSTRUCTION DRAWING R M-4.2 PO RTA BLE C O NC RETE BA RRIER Pin & Loop C onnection 1 4

13 (2) X502 X502 PLAN Clear Hinge Bars Hinge Bars C The Tapered End section is not a crashworthy terminal and should not be used on the approach end of temporary barrier unless it is fully located beyond the clear zone. X " CLOSED JOINT Barriers shall initially be placed close together so that Bolts can be easily inserted through Hinge Bar loop. " " " 1 " 3 " " dia. Hinge Bar dia. High Strength Bolt STATE OF OHIO DEPARTMENT OF TRANSPORTATION DATE ADMINISTRATOR 3" radius 4-0" Lifting Slot permitted 10-0" ELEVATION 7 " 16 " 11 " 10 " 3 2 4" SECTION C-C 4 " Hinge Bars OPEN JOINT Barrier joints shall be fully open before the Nut is tightened onto Bolt. max. gap " dia. Hinge Bar radius STDS. ENGINEER M. Ruppe O FFICE O F RO A D W A Y ENGINEERING TAPERED END C WITH PIN & LOOP CONNECTION dia. High Strength Bolt Y301 (Typ.) (2) 1 Typ. (2) 2 - Typ. max. gap (Open Joint) 4" " dia. Hinge Bar 7" 18" PIN & LOOP DETAIL AT HINGED CONNECTION 8 " 15" Connecting Pin Assembly: 1 " dia. High Strength Bolt with Plate Washers (2) and High Strength Heavy Hex Nut. Y301 (Typ.) (2) 25 " 151 dia. dia. (2) 5" dia. Y BENDING DIAGRAM 17 " BARRIER SECTION (reinforced) TAPERED END PIN & LOOP JOINT CONNECTION DETAILS REINFORCING BAR LIST Bar Quantity per typ. length Mark Bar Shape Length #5 9-4" Str " Str " Str Y301 #3 5-5" Bent X502 #5 #5 9-4" 9 - Str. Str THIS DRAWING REPLACES RM-4.2 DATED STANDARD ROADWAY CONSTRUCTION DRAWING SCD NUMBER R M-4.2 PO RTA BLE C O NC RETE BA RRIER Pin & Loop C onnection Shown with reinforcing. 2 4

14 10" 1 10" 10" 1 10" E E 3-0" min. PCB-RXX-350-TL3 (2) 4-0" Drainage and Lifting Slot, Centered along length See MARKINGS Note Y301 (Typ.) PLAN (reinforced casting option shown) 5" 5" " minimum, 20-0" maximum (2) Y301 (Typ.) Drainage Slot ELEVATION (with reinforcing steel) Limits of x W2.9/W2.9 Welded Wire Fabric and two longitudinal #4 bars. 6 x 6 W2.9 x W2.9 WWF 1 - wide x 9-4" long ELEVATION (with wire mesh) BARRIER SECTION WITH HOOK PLATE CONNECTION 5" 5" 1 D D 3-0" min. #5 X 2-0" ASTM A-706 Grade 60 Connector Bars Welded to Hook Plate (3 Typ. Each End) (Typ.) #5 X 9-8" ASTM A-706 Grade 60 Connector Bars Welded to Hook Plate On Both Ends Typical Barrier Reflector location, when specified X X " Angle, Welded Hook Plate 3 - #5 ASTM A-706 GRADE 60 BARS Connector Plate in the plans 4 " 13 " 11 " 2 " Clear Y " SECTION D-D SECTION D-D VIEW E-E Rebar casting option HOOK PLATE #5 X 2-0" ASTM A-706 Grade 60 Connector Bars Welded to Hook Plate (3 Typ. Each End) 10 " CONNECTOR PLAN Production and Use of the 1 " Weld on both sides of rebar " x x " Angle HOOK PLATE CONENCTION Temporarily on Hold (Typ. all 3 bars) " 3 - #5 ASTM A-706 GRADE 60 BARS 5" 5" Ea. End WWF casting option CONNECTOR DETAIL 6 x 6 W2.9 x W2.9 WWF 1 - wide x 9-8" long #5 X 9-8" ASTM A-706 Grade 60 Connector Bars Welded to Hook Plate on Both Ends " " 5" HOOK PLATE 19" 10" 3" 1 " ASTM A-36 Connector Plate R " " " 7" Tack Ea. End " ASTM A-36 Connector Plate Ea. End 7" 2 3 THIS DRAWING REPLACES RM-4.2 DATED STDS. STATE OF OHIO DEPARTMENT OF TRANSPORTATION ENGINEER O FFICE O F SCD NUMBER STANDARD ROADWAY CONSTRUCTION DRAWING PO RTA BLE C O NC RETE BA RRIER RO A D W A Y Hook Plate C onnection ENGINEERING M. Ruppe ADMINISTRATOR DATE R M

15 (2) 3" radius (2) (2) X502 #5 X 2-0" ASTM A-706 X502 Grade 60 Connector Bars 1 " dia. Welded to Hook Plate Hook Plate (3 Typ.) The Tapered End section is not a crashworthy terminal and should not be used on the approach end of temporary barrier unless it is fully located beyond the clear zone. PLAN 10-0" Clear 4-0" Lifting Slot permitted ELEVATION TAPERED END WITH HOOK PLATE CONNECTION 2 - max. HOOK PLATE CONNECTION DETAIL Shown with reinforcing F F #5 X 2-0" ASTM A-706 Grade 60 Connector Bars Welded to Hook Plate (3 Typ.) 10" 1 10" Y401 Bars (Typ.) (2) (2) Grade 60 connector bars 3 (3 typ. each end) 1 #5 X 2-0" ASTM A706 welded to hool plate 2 4" 2 " SECTION F-F Production and Use of the 4 " CLOSED JOINT OPEN JOINT Max separation is. Max rotation of 7 or a minimum horizontal curve radius of 100 ft. HOOK PLATE CONENCTION Temporarily on Hold Barriers are not required to be pulled taught to engage the hook plate connection. ISOMETRIC VIEW 7 THIS DRAWING REPLACES RM-4.2 DATED STDS. STATE OF OHIO DEPARTMENT OF TRANSPORTATION ENGINEER O FFICE O F SCD NUMBER STANDARD ROADWAY CONSTRUCTION DRAWING PO RTA BLE C O NC RETE BA RRIER RO A D W A Y Hook Plate C onnection ENGINEERING M. Ruppe ADMINISTRATOR DATE R M