Difference between revisions of "751.12 Barriers, Railings, Curbs and Fences"

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m (→‎751.12.2.9 Details of Mounting Light Poles on Safety Barrier Curbs: Per Bridge, updated spec to ASTM A449 and increased length of exposed thread in sec b-b figure)
m (→‎751.12.2.3 End Bent Reinforcement: Per BR, minor revisions to bending diagrams for safety barrier reinforcement)
(21 intermediate revisions by 2 users not shown)
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|-
 
|-
 
|Type C<br/>Test Level TL-5
 
|Type C<br/>Test Level TL-5
|Type D<br/>Test Level TL-5
+
|Type D<br/>Test Level TL-4 (NCHRP 350)
 
|}
 
|}
  
Line 46: Line 46:
  
  
<center>[[Image:751.12 safety barrier curb dimensions.gif]]</center>
+
[[Image:751.12.2.1.jpg|center|400px]]
<center>* Use Rustication on Highway Grade Seperations only</center>
+
All exposed edges shall have either a 1/2-inch radius or a 3/8-inch bevel, unless otherwise noted.
<center>'''Safety Barrier Curb Dimensions'''</center>
+
 
 +
The values shown above are only applicable for the standard normal crown of two percent. See [[#751.12.2.10 Superelevation Details |EPG 751.12.2.10 Superelevation Details]] for adjustment of values for different cross slopes.
 +
 
  
  
Line 98: Line 100:
 
=== 751.12.2.2 Standard Reinforcement Details ===
 
=== 751.12.2.2 Standard Reinforcement Details ===
  
{|border="0" cellpadding="10" cellspacing="1" align="center" style="text-align:center"
+
The single R bar adds to the rigidity of the reinforcement during construction and it is believed to help prevent cracking. The single bar also appears to assist maintaining uniform reinforcement cover.
  
|[[Image:751.12 r-bar no wearing surface.gif]]
+
Use same grade reinforcing steel in barrier curb as in slab.
|[[Image:751.12 r1-bar no wearing surface.gif]]
 
|[[Image:751.12 r2-bar no wearing surface.gif]]
 
|-
 
!rowspan="2" valign="top"|R-Bar<br/>Required for Slip Form Option
 
!R1-Bar<br/>Shape 19
 
!R2-Bar<br/>Shape 15
 
|-
 
!colspan="2"|R1 & R2-Bars permissible<br/>only when Slip Forming<br/>not allowed (*)
 
|-
 
|colspan="3"|[[Image:751.12 16in standard safety barrier curb no wearing surface.gif]]
 
|-
 
!colspan="3"|16" Safety Barrier Curb
 
|}
 
<blockquote>
 
(*) The single R bar adds to the rigidity of the reinforcement during construction and it is believed to help prevent cracking. The single bar also appears to assist maintaining uniform
 
reinforcement cover.
 
</blockquote>
 
  
 +
Splice length for #5 bars in barrier curb shall be 3’-1” except splice length of #5-K9 bars with #4 K-bars above wing walls shall be 2’-7” (embedment of #5 bars controls over splice length of #4 bars).
  
 +
All bars are epoxy coated. All bent bars are formed using stirrup bends except for the R1, K4 and K11 bars.
  
{|border="0" cellpadding="2" cellspacing="1" align="center" style="text-align:center"
+
'''(No Wearing Surface)'''
!colspan="4"|Reinforcement (No Wearing Surface)
 
|-
 
|rowspan="3"|[[Image:751.12 r-bar no wearing surface.gif]]
 
|rowspan="3"|[[Image:751.12 16in safety barrier curb no wearing surface.gif]]
 
|[[Image:751.12 r3-bar no wearing surface.gif]]
 
|[[Image:751.12 r4-bar no wearing surface.gif]]
 
|-
 
!#5-R3<br/>Shape 19
 
!#5-R4<br/>Shape 27 (*)
 
|-
 
|colspan="2"|[[Image:751.12 r-bar permissible shape no wearing surface.gif]]
 
|-
 
!valign="top"|R-Bar
 
!valign="top"|16" Safety Barrier Curb
 
!colspan="2"|R-Bar Permissible<br/>Alternate Shape (**)
 
|-
 
|colspan="4"| &nbsp;
 
|-
 
!colspan="4"|Reinforcement (1 3/4" Wearing Surface)
 
|-
 
|rowspan="3"|[[Image:751.12 r-bar 1.75 in wearing surface.gif]]
 
|rowspan="3"|[[Image:751.12 16in safety barrier curb 1.75 in wearing surface.gif]]
 
|[[Image:751.12 r3-bar 1.75 in wearing surface.gif]]
 
|[[Image:751.12 r4-bar 1.75 in wearing surface.gif]]
 
|-
 
!#5-R3<br/>Shape 19
 
!#5-R4<br/>Shape 27
 
|-
 
|colspan="2"|[[Image:751.12 r-bar permissible shape 1.75 in wearing surface.gif]]
 
|-
 
!valign="top"|R-Bar
 
!valign="top"|16" Safety Barrier Curb
 
!colspan="2"|R-Bar Permissible<br/>Alternate Shape (**)
 
|-
 
|colspan="4"| &nbsp;
 
|-
 
!colspan="4"|Reinforcement (2 1/4" Wearing Surface)
 
|-
 
|rowspan="3"|[[Image:751.12 r-bar 2.25 in wearing surface.gif]]
 
|rowspan="3"|[[Image:751.12 16in safety barrier curb 2.25 in wearing surface.gif]]
 
|[[Image:751.12 r3-bar 2.25 in wearing surface.gif]]
 
|[[Image:751.12 r4-bar 2.25 in wearing surface.gif]]
 
|-
 
!#5-R3<br/>Shape 19
 
!#5-R4<br/>Shape 27
 
|-
 
|colspan="2"|[[Image:751.12 r-bar permissible shape 2.25 in wearing surface.gif]]
 
|-
 
!valign="top"|R-Bar
 
!valign="top"|16" Safety Barrier Curb
 
!colspan="2"|R-Bar Permissible<br/>Alternate Shape (**)
 
|-
 
|colspan="4" align="left"|(*) Increase leg for latex or low slump concrete wearing surface.
 
|-
 
|colspan="4" align="left"|(**) The R3 bar and #5 bottom transverse slab bar in cantilever (P/S panels only) combination may be<br/>furnished as one bar as shown, at the contractor's option.
 
|}
 
{|border="0" cellpadding="5" cellspacing="1" align="center" style="text-align:center"
 
|Note:
 
|align="left"|Use same grade reinforcing steel in Barrier Curb as in slab. Splice length for #5 bars in Barrier Curb = 35".
 
|-
 
| &nbsp;
 
|align="left"|Dimensions shown are also typical for structures with latex or low slump concrete (except as indicated).
 
|}
 
  
=== 751.12.2.3 End Bent Reinforcement ===
+
Dimensions shown are also typical for structures with latex or low slump concrete (except as indicated).
 +
[[image:751.12.2.2 no wearing.jpg|center|750px]]
  
{|border="0" cellpadding="1" cellspacing="0" align="center" style="text-align:center"
 
|+'''Non-Integral End Bents'''
 
|colspan="2"|[[Image:751.12 non-integral end bent end elevation of barrier curb.gif]]
 
|colspan="2"|[[Image:751.12 non-integral end bent elevation of barrier curb.gif]]
 
|-
 
!colspan="2"|End Elevation
 
!colspan="2"|Elevation of Barrier Curb
 
|-
 
|colspan="2"|[[Image:751.12 non-integral end bent section a-a.gif]]
 
|[[Image:751.12 non-integral end bent section b-b.gif]]
 
|[[Image:751.12 non-integral end bent section c-c.gif]]
 
|-
 
!colspan="2"|Section A-A
 
!Section B-B
 
!Section C-C
 
|-
 
|align="right"|*
 
|colspan="3" align="left"|Spaced with #5-K4 bars.
 
|-
 
|align="right"|**
 
|colspan="3" align="left"|Fit bar to follow transition face of curb.
 
|}
 
  
 +
'''(1¾” Wearing Surface)'''
 +
[[image:751.12.2.2 1 3-4 wearing.jpg|center|750px]]
  
{|border="0" cellpadding="1" cellspacing="0" align="center" style="text-align:center"
+
|colspan="5"|All bars are epoxy coated.
+
'''(2¼” Wearing Surface)'''
|-
+
[[image:751.12.2.2 2 1-4 wearing.jpg|center|750px]]
|colspan="5"|All bars are stirrup bends except for K4, K9, K10 & K11.
 
|-
 
|[[Image:751.12 non-integral end bent k1.gif]]
 
|[[Image:751.12 non-integral end bent k2.gif]]
 
|[[Image:751.12 non-integral end bent k3.gif]]
 
|[[Image:751.12 non-integral end bent k4.gif]]
 
|[[Image:751.12 non-integral end bent k5.gif]]
 
|-
 
!#5-K1<br/>Shape 19
 
!#5-K2<br/>Shape 14
 
!#5-K3<br/>Shape 27
 
!#5-K4<br/>Shape 7
 
!#5-K5<br/>Shape 25
 
|-
 
|[[Image:751.12 non-integral end bent k6.gif]]
 
|[[Image:751.12 non-integral end bent k7.gif]]
 
|[[Image:751.12 non-integral end bent k8.gif]]
 
|colspan="2"|[[Image:751.12 non-integral end bent k9.gif]]
 
|-
 
!#5-K6<br/>Shape 25
 
!#5-K7<br/>Shape 25
 
!#5-K8<br/>Shape 25
 
!colspan="2"|#5-K9<br/>Shape 20
 
|-
 
|colspan="2"|[[Image:751.12 non-integral end bent k10.gif]]
 
|colspan="2"|[[Image:751.12 non-integral end bent k11.gif]]
 
|rowspan="2" align="left"|(*) Increase leg for slab<br/>thickness greater than<br/>8 1/2".
 
|-
 
!colspan="2"|#4-K10<br/>Shape 20
 
!colspan="2"|#5-K11<br/>Shape 8
 
|}
 
  
 +
=== 751.12.2.3 End Bent Reinforcement ===
  
 +
See [http://www.modot.org/business/standard_drawings2/Barrier_curbs_new_title_block.htm barrier curb standard drawings] for the placement of the following reinforcement for barrier ending on wing walls. The dimensions shown below are for barrier ending on wing walls; see [http://www.modot.org/business/standard_drawings2/WFRedecking.htm redecking templates] for dimensions and placement of the reinforcement for barrier ending on slabs.
  
<div id="integral end bent barrier curb"></div>
+
All bars are epoxy coated. All bent bars are formed using stirrup bends except for the K4 and K11 bars.
{|border="0" cellpadding="1" cellspacing="0" align="center" style="text-align:center"
 
|+'''Integral End Bents'''
 
|colspan="2"|[[Image:751.12 integral end bent end elevation of barrier curb.gif]]
 
|colspan="2"|[[Image:751.12 integral end bent elevation of barrier curb.gif]]
 
|-
 
!colspan="2"|End Elevation
 
!colspan="2"|Elevation of Barrier Curb
 
|-
 
|colspan="2"|[[Image:751.12 integral end bent section a-a.gif]]
 
|[[Image:751.12 integral end bent section b-b.gif]]
 
|[[Image:751.12 integral end bent section c-c.gif]]
 
|-
 
!colspan="2"|Section A-A
 
!Section B-B
 
!Section C-C
 
|-
 
|align="right"|*
 
|colspan="3" align="left"|Spaced with #5-K4 bars.
 
|-
 
|align="right"|**
 
|colspan="3" align="left"|Fit bar to follow transition face of curb.
 
|-
 
|align="right" valign="top"|***
 
|colspan="3" align="left"|On skewed structures, if end K3 bar does not meet the Min. 1 1/2" clearance<br/>from front face of diaphragm, a K12 bar may be substituted.
 
|}
 
  
 +
'''Integral End Bents and Semi-Deep Abutments'''
 +
[[image:751.12.2.3 Integral 1.jpg|center|700px]]
 +
[[image:751.12.2.3 Integral 2.jpg|center|700px]]
  
{|border="0" cellpadding="1" cellspacing="2" align="center" style="text-align:center"
 
|colspan="5"|All bars are epoxy coated.
 
|-
 
|colspan="5"|All bars are stirrup bends except for K4, K9, K10 & K11.
 
|-
 
|[[Image:751.12 integral end bent k1.gif]]
 
|[[Image:751.12 integral end bent k2.gif]]
 
|[[Image:751.12 integral end bent k3.gif]]
 
|[[Image:751.12 integral end bent k4.gif]]
 
|[[Image:751.12 integral end bent k5.gif]]
 
|-
 
!#5-K1<br/>Shape 19
 
!#5-K2<br/>Shape 14
 
!#5-K3<br/>Shape 27
 
!#5-K4<br/>Shape 7
 
!#5-K5<br/>Shape 25
 
|-
 
|[[Image:751.12 integral end bent k6.gif]]
 
|[[Image:751.12 integral end bent k7.gif]]
 
|[[Image:751.12 integral end bent k8.gif]]
 
|colspan="2"|[[Image:751.12 integral end bent k9.gif]]
 
|-
 
!#5-K6<br/>Shape 25
 
!#5-K7<br/>Shape 25
 
!#5-K8<br/>Shape 25
 
!colspan="2"|#5-K9<br/>Shape 20
 
|-
 
|colspan="2"|[[Image:751.12 integral end bent k10.gif]]
 
|colspan="2"|[[Image:751.12 integral end bent k11.gif]]
 
|[[Image:751.12 integral end bent k12.gif]]
 
|-
 
!colspan="2"|#4-K10<br/>Shape 20
 
!colspan="2"|#5-K11<br/>Shape 8
 
!#5-K12<br/>Shape 27
 
|}
 
  
 +
'''*''' On skewed integral end bents, if the end K3 bars do not meet the minimum 1 1/2" clearance from the front face of the diaphragm, a K12 bar shall be substituted.
  
 +
'''Non-Integral End Bents'''
 +
[[image:751.12.2.3 Non-integral 1.jpg|center|700px]]
 +
[[image:751.12.2.3 Non-integral 2.jpg|center|700px]]
  
  
<div id="barrier curb details-semi deep"></div>
+
'''Continuous Concrete Slab'''
{|border="0" cellpadding="1" cellspacing="0" align="center" style="text-align:center"
+
[[image:751.12.2.3 continuous 1.jpg|center|700px]]
|+'''Semi-Deep Abutments'''
+
[[image:751.12.2.3 continuous 2.jpg|center|700px]]
|colspan="4"|[[Image:751.12 semi-deep abutment elevation of barrier curb.gif]]
 
|-
 
!colspan="4"|Elevation of Barrier Curb
 
|-
 
|width="35%"|[[Image:751.12 semi-deep abutment end elevation of barrier curb.gif]]
 
|width="35%"|[[Image:751.12 semi-deep abutment section a-a.gif]]
 
|colspan="2"|[[Image:751.12 semi-deep abutment section b-b.gif]]
 
|-
 
!End Elevation
 
!Section A-A
 
!colspan="2"|Section B-B
 
|-
 
  
|rowspan="2"|[[Image:751.12 semi-deep abutment section c-c.gif]]
+
=== 751.12.2.4 Slip-Form Reinforcement Details ===
|rowspan="2"|[[Image:751.12 semi-deep abutment section d-d.gif]]
 
|align="right" width="5%"|*
 
|colspan="4" align="left" |Spaced with #5-K4 bars.
 
|-
 
|align="right" |**
 
|colspan="4" align="left" |Fit bar to follow transition face of curb.
 
|-
 
!Section C-C
 
!Section D-D
 
| &nbsp;
 
| &nbsp;
 
|}
 
  
 +
Optional slip-form safety barrier curb details shall be placed on all jobs (except prestressed double-tee structures) where applicable.
  
{|border="0" cellpadding="5" cellspacing="1" align="center" style="text-align:center"
+
Add #5 cross bracing C bars for slip-form option.
|colspan="5"|All bars are epoxy coated.
 
|-
 
|colspan="5"|All bars are stirrup bends except for K4, K9, K10 & K11.
 
|-
 
|[[Image:751.12 semi-deep abutment k1.gif]]
 
|[[Image:751.12 semi-deep abutment k2.gif]]
 
|[[Image:751.12 semi-deep abutment k3.gif]]
 
|[[Image:751.12 semi-deep abutment k4.gif]]
 
|[[Image:751.12 semi-deep abutment k5.gif]]
 
|-
 
!#5-K1<br/>Shape 19
 
!#5-K2<br/>Shape 14
 
!#5-K3<br/>Shape 27
 
!#5-K4<br/>Shape 7
 
!#5-K5<br/>Shape 25
 
|-
 
|[[Image:751.12 semi-deep abutment k6.gif]]
 
|[[Image:751.12 semi-deep abutment k7.gif]]
 
|[[Image:751.12 semi-deep abutment k8.gif]]
 
|colspan="2"|[[Image:751.12 semi-deep abutment k9.gif]]
 
|-
 
!#5-K6<br/>Shape 25
 
!#5-K7<br/>Shape 25
 
!#5-K8<br/>Shape 25
 
!colspan="2"|#5-K9<br/>Shape 20
 
|-
 
|colspan="2"|[[Image:751.12 semi-deep abutment k10.gif]]
 
|colspan="2"|[[Image:751.12 semi-deep abutment k11.gif]]
 
|[[Image:751.12 semi-deep abutment k12.gif]]
 
|-
 
!colspan="2"|#4-K10<br/>Shape 20
 
!colspan="2"|#5-K11<br/>Shape 8
 
!#5-K12<br/>Shape 27
 
|}
 
 
 
  
 +
In each span, the length of the C bars is based on the shortest distance between the joints for that span.
  
{|border="0" cellpadding="5" cellspacing="1" align="center" style="text-align:center"
+
The length of the C bars above the wings (above the approach slab for median barriers) shall provide 1 1/2ʺ clearance to the joint at the end bent and 1 1/2ʺ clearance to the start of the transition for the guard rail attachment (to the end of the barrier for median barriers). A series of cross bracing C bars shall be used to limit the length of the C bars to 12 feet.
|+'''Continuous Concrete Slab'''
 
|colspan="2"|[[Image:751.12 cont conc slab end bent end elevation of barrier curb.gif]]
 
|colspan="2"|[[Image:751.12 cont conc slab end bent elevation of barrier curb.gif]]
 
|-
 
!colspan="2"|End Elevation
 
!colspan="2"|Elevation of Barrier Curb
 
|-
 
|colspan="2"|[[Image:751.12 cont conc slab end bent section a-a.gif]]
 
|[[Image:751.12 cont conc slab end bent section b-b.gif]]
 
|[[Image:751.12 cont conc slab end bent section c-c.gif]]
 
|-
 
!colspan="2"|Section A-A
 
!Section B-B
 
!Section C-C
 
|-
 
|align="right"|*
 
|colspan="3" align="left"|Spaced with #5-K4 bars.
 
|-
 
|align="right"|**
 
|colspan="3" align="left"|Fit bar to follow transition face of curb.
 
|}
 
 
 
 
 
{|border="0" cellpadding="1" cellspacing="2" align="center" style="text-align:center"
 
|colspan="5"|All bars are epoxy coated.
 
|-
 
|colspan="5"|All bars are stirrup bends except for K4, K9, K10 & K11.
 
|-
 
|[[Image:751.12 cont conc slab end bent k1.gif]]
 
|[[Image:751.12 cont conc slab end bent k2.gif]]
 
|[[Image:751.12 cont conc slab end bent k3.gif]]
 
|[[Image:751.12 cont conc slab end bent k4.gif]]
 
|[[Image:751.12 cont conc slab end bent k5.gif]]
 
|-
 
!#5-K1<br/>Shape 19
 
!#5-K2<br/>Shape 14
 
!#5-K3<br/>Shape 27
 
!#5-K4<br/>Shape 7
 
!#5-K5<br/>Shape 27
 
|-
 
|[[Image:751.12 cont conc slab end bent k6.gif]]
 
|[[Image:751.12 cont conc slab end bent k7.gif]]
 
|[[Image:751.12 cont conc slab end bent k8.gif]]
 
|colspan="2"|[[Image:751.12 cont conc slab end bent k9.gif]]
 
|-
 
!#5-K6<br/>Shape 27
 
!#5-K7<br/>Shape 27
 
!#5-K8<br/>Shape 27
 
!colspan="2"|#5-K9<br/>Shape 20
 
|-
 
|colspan="2"|[[Image:751.12 cont conc slab end bent k10.gif]]
 
|colspan="2"|[[Image:751.12 cont conc slab end bent k11.gif]]
 
|&nbsp;
 
|-
 
!colspan="2"|#4-K10<br/>Shape 20
 
!colspan="2"|#5-K11<br/>Shape 8
 
|&nbsp;
 
|-
 
|align="right" valign="top"|*
 
|colspan="4" align="left" valign="top"|According to the development length allowed with the slab depth used, bar may or may not be hooked.  Development length starts at slab/barrier interface, basic development length for a straight, #5 epoxy coated bar is 18".
 
|-
 
|align="right" valign="top"|**
 
|colspan="4" align="left" valign="top"|Length varies depending on slab depth.  Extend bar to within 1" of construction joint at bottom of slab.
 
|-
 
|align="right" valign="top"|***
 
|colspan="4" align="left" valign="top"|Use Shape 11 or create shape as necessary when development length requires hook.
 
|}
 
  
=== 751.12.2.4 Slip-Form Reinforcement Details ===
+
List C bars in the Bill of Reinforcing Steel and note that bars are for the slip-form option only.  
  
{|border="0" cellpadding="5" cellspacing="1" align="center" style="text-align:center"
+
See [http://www.modot.org/business/standard_drawings2/Barrier_curbs_new_title_block.htm barrier curb standard drawings] for the required details.
 
 
|[[Image:751.12 section at end bent (optional slip-form barrier).gif]]
 
|-
 
!Section at End Bent (Optional Slip-Form Barrier)
 
|-
 
| &nbsp;
 
|-
 
|[[Image:751.12 section near joint (optional slip-form barrier).gif]]
 
|-
 
!Section Near Joints (Optional Slip-Form Barrier)
 
|-
 
| &nbsp;
 
|-
 
|[[Image:751.12 optional slip-form barrier section a-a.gif]]
 
|-
 
!Section A-A
 
|-
 
|(*) Each side of Joint Location.
 
|}
 
 
 
'''NOTE TO DETAILER:'''
 
 
 
Optional Slip-Form Safety Barrier Curb details shall be placed on all jobs (except Prestressed Double-Tee Structures) where applicable.
 
 
Add #5 cross bracing bars for Slip-Form option.  Base the length of these bars on the shortest distance between joints throughout the structure. Show the C-Bars in the Bar List and note that these bars are for the Slip-Form option only.
 
  
 
=== 751.12.2.5 SBC for Wing with Detached Wing Wall ===
 
=== 751.12.2.5 SBC for Wing with Detached Wing Wall ===
  
{|border="0" cellpadding="5" cellspacing="1" align="center" style="text-align:center"
+
If the detached wing wall has more than one section, see the Structural Project Manager for possible additional joints in the safety barrier curb (between sections).
  
|colspan="2"|[[Image:751.12 safety barrier curb on non-integral end bent.gif]]
+
The following details are for illustration purpose only:
|-
 
!colspan="2"|SBC on Non-Integral End Bent (*)
 
|-
 
| &nbsp;
 
|-
 
|colspan="2"|[[Image:751.12 safety barrier curb on integral end bent.gif]]
 
|-
 
!colspan="2"|SBC on Integral End Bent (*)
 
|-
 
|align="right"|(*)
 
|align="left"|Detached Wing Wall shown is for illustration purpose only.
 
|-
 
| &nbsp;
 
|align="left"|If the detached wing wall has more than one section, see the Structural Project Manager<br/>for possible additional joints in the safety barrier curb (between sections).
 
|}
 
  
=== 751.12.2.6 Guard Rail Attachment Detail ===
+
[[image:751.12.2.5 Non-integral.jpg|center|550px]]
  
 +
[[image:751.12.2.5 Integral.jpg|center|550px]]
  
{|border="0" cellpadding="5" cellspacing="1" align="center" style="text-align:center"
+
=== 751.12.2.6 Guardrail Attachment Detail ===
  
|[[Image:751.12 guard rail attachment detail part elevation a-a.gif]]
+
See [http://www.modot.org/business/standard_drawings2/Barrier_curbs_new_title_block.htm barrier curb standard drawings] for the required details.
|[[Image:751.12 guard rail attachment detail part elevation.gif]]
 
|-
 
!Part Elevation A-A
 
!Part Elevation
 
|-
 
|&nbsp;
 
|[[Image:751.12 guard rail attachment detail part plan.gif]]
 
|-
 
|&nbsp;
 
!Part Plan
 
|-
 
|colspan="2"|[[Image:751.12 guard rail attachment detail auxiliary view.gif]]
 
|-
 
!colspan="2"|Auxiliary View
 
|}
 
 
 
=== 751.12.2.7 Joint & Rustication Details ===
 
 
 
'''Curb Expansion Joints.''' Openings required for expansion shall be provided in the barrier curb in conjunction with deck joints. For details of expansion joints in barrier curb see expansion device details.
 
 
 
'''Curb Joints.'''  1/4 in. joints are located in the barrier curb at locations of negative moments to prevent cracking in the barrier curb. These joints are required when decks are continuous over intermediate bents for both continuous and simple span structures. These joints are also required at the front face of integral end bents. For details of 1/4 in. curb joints at integral end bents see integral end bent details.
 
 
 
'''Rustication.''' Rustication shall be used on grade separations only. Rustication shall be terminated four feet from the end of the barrier curb.
 
 
 
{|border="0" cellpadding="5" cellspacing="1" align="center" style="text-align:center"
 
 
 
!colspan="3"|Cast-In-Place Barrier Curbs
 
|-
 
|colspan="3"|[[Image:751.12 joint and rustication details plan of curb joints.gif]]
 
|-
 
| || || width=400px | &nbsp;&nbsp;&nbsp;Note: Sawcut between spans shall be offset from centerline of intermediate bent to match any existing offset.
 
|-
 
!align="right"|Continuous Structures Part Plan
 
||
 
!&nbsp;&nbsp;&nbsp;Continuous Re-Deck of Simple Span Structures Part Plan
 
|-
 
|colspan="3"| &nbsp;
 
|-
 
|colspan="3"|[[Image:751.12 joint and rustication details all types of cont structure elevation.gif]]
 
|-
 
!colspan="3"| Part Section Showing Placement of Joints
 
|}
 
{|cellspacing="1" align="center"
 
|align="right" valign="top"|*||One space = 1/4 Span to nearest 1 in. increment (Span < 40 ft.)
 
|-
 
| || One space = 10 ft. (Span = 40 ft. to 125 ft.)
 
|-
 
| || Two spaces = 10 ft. (Span > 125 ft.)
 
|}
 
  
 +
[[image:751.12.2.6.jpg|center|450px]]
  
  
{|border="0" cellpadding="5" cellspacing="1" align="center" style="text-align:center"
+
=== 751.12.2.7 Joint Details ===
 
 
!colspan="2"|Optional Slip-Form Barrier Curbs
 
|-
 
|colspan="2"|[[Image:751.12 joint and rustication details optional slip-form section thru joint and section a-a.gif]]
 
|-
 
!width="410pt"|Section A-A
 
!width="300pt"|Section Thru Joint
 
|-
 
|colspan="2"|[[Image:751.12 joint and rustication details optional slip-form all types of cont structure elevation.gif]]
 
|-
 
!colspan="2"|Part Section Showing Placement of Joints
 
|}
 
  
{|cellspacing="1" align="center"
+
'''Expansion Joints.''' Openings required for expansion shall be provided in the barrier curb in conjunction with deck joints. For details of expansion joints in barrier curb see expansion device details.
|}
 
  
 +
'''Barrier Curb Joints.'''  One-fourth inch joints are located in the barrier curb at locations of negative moments to prevent cracking in the barrier curb. These joints are required when decks are continuous over intermediate bents for both continuous and simple span structures. These joints are also required at the front face of integral end bents. For placement of curb joints at integral end bents see integral end bent details. The following details provide guidance on locating curb joints near intermediate bents.
  
{|border="0" cellpadding="5" cellspacing="1" align="center" style="text-align:center"
+
[[image:751.12.2.7.jpg|center|750px]]
 +
<center>
 +
{| style="margin: 1em auto 1em auto"
 
|-
 
|-
|colspan="2"|[[Image:751.12 joint and rustication details optional slip-form part plan continuous structures.gif]]
+
|'''*'''||One space = 1/4 Span to nearest 1 in. increment (Span < 40 ft.)
 
|-
 
|-
| || width="300px"|Note: Sawcut between spans shall be offset from centerline of intermediate bent to match any existing offset.
+
| ||One space = 10 ft. (Span = 40 ft. to 125 ft.)
 
|-
 
|-
!Continuous Structures Part Plan
+
| ||Two spaces = 10 ft. (Span > 125 ft.)
!Continuous Re-Deck of Simple Span Structures Part Plan
 
|-
 
| || width="300px"|'''Note:''' Rustication shall be used on grade separations only. Terminate rustication 4 ft. 0 in. from end of wing.
 
 
|}
 
|}
 +
</center>
 +
Joints for conventional-formed barrier curbs may be either formed joints filled with one-fourth inch joint filler or saw cut joints sealed with joint sealant and backer rods.
  
 +
Joints for slip-formed barrier curbs shall only be saw cut joints sealed with joint sealant and backer rods.
  
 
+
The details for saw cut and formed barrier curb joints are included on the [http://www.modot.org/business/standard_drawings2/Barrier_curbs_new_title_block.htm barrier curb standard drawings].
{|border="0" cellpadding="5" cellspacing="1" align="center" style="text-align:center"
 
 
 
|[[Image:751.12 joint and rustication details part section showing rustication details.gif]]
 
|align="left"|'''Note:''' Rustication to be used on<br/>highway grade separation only.<br/>End rustication 4'-0" from end<br/>of wing.
 
|-
 
!Part Section Showing Rustication Details
 
| &nbsp;
 
|}
 
  
 
=== 751.12.2.8 Plastic Waterstop ===
 
=== 751.12.2.8 Plastic Waterstop ===
Line 607: Line 201:
 
To eliminate water seepage problems, use a plastic waterstop, as specified, and in accordance with details shown below.
 
To eliminate water seepage problems, use a plastic waterstop, as specified, and in accordance with details shown below.
 
   
 
   
Use a plastic waterstop at all safety barrier curb joints on grade separations, except over railroads and county roads.
+
Use a plastic waterstop at all formed barrier curb joints on grade separations, except over railroads and county roads.  
 
Use a plastic waterstop on lower safety barrier curb joint only, for structures with superelevation on grade separations.
 
  
 +
Use a plastic waterstop on lower formed barrier curb joints only, for structures with superelevation on grade separations.
  
<center>[[Image:751.12 plastic waterstop on bridge filled joint detail.gif]]</center>
+
The detail for plastic waterstop is included on the [http://www.modot.org/business/standard_drawings2/Barrier_curbs_new_title_block.htm barrier curb standard drawings]. The detail shall be removed if not required.
<center>* Rustication to be used on highway grade separations only.</center>
 
<center>'''Filled Joint Detail'''</center>
 
  
 
=== 751.12.2.9 Details of Mounting Light Poles on Safety Barrier Curbs ===
 
=== 751.12.2.9 Details of Mounting Light Poles on Safety Barrier Curbs ===
  
{|border="0" cellpadding="5" cellspacing="1" align="center" style="text-align:center"
+
[[image:751.12.2.9 part.jpg|center|750px]]
 +
[[image:751.12.2.9 section.jpg|center|750px]]
  
|[[Image:751.12 details of mounting light poles-part plan1.gif|300px]]
+
Anchor bolts and nuts shall be in accordance with ASTM A449.  Anchor bolts, nuts and washers shall be fully galvanized.
|colspan="2"|[[Image:751.12 details of mounting light poles-part plan2.gif|325px]]
 
|-
 
!Part Plan
 
!colspan="2"|Part Plan
 
|-
 
|[[Image:751.12 details of mounting light poles-section a-a.gif|330px]]
 
|colspan="2"|[[Image:751.12 details of mounting light poles-section b-b 2010.gif|430px]]
 
|-
 
!Section A-A
 
!colspan="2"|Section B-B
 
|-
 
|[[Image:751.12 details of mounting light poles bar shape 30.gif]]
 
|[[Image:751.12 details of mounting light poles bar shape 13.gif]]
 
|[[Image:751.12 details of mounting light poles bar shape 10.gif]]
 
|-
 
|colspan="3" align="left"|Anchor bolts and nuts shall be in accordance with ASTM A449.  Anchor bolts, nuts and washers shall be fully galvanized.
 
|-
 
|colspan="3" align="left"|'''Note to Detailer:''' Extend slab transverse steel to edge of slab in blister region.
 
|-
 
|colspan="3" align="left"|'''Note:''' Conduit not shown for clarity.
 
|}
 
  
=== 751.12.2.10 Superelevation Details ===
+
'''Note to Detailer:''' Extend slab transverse steel to edge of slab in blister region often shown with an additional detail with the slab details.  
  
<center>[[Image:751.12 superelevation details-section thru superelevated slab.gif]]</center>
+
'''Note:''' Conduit not shown for clarity.
<center>'''Section Thru Superelevated Slab'''</center>
 
  
  
<center>[[Image:751.12 superelevation details-section thru superelevated approach slab at integral end bent.gif]]</center>
+
=== 751.12.2.10 Superelevation Details ===
<center>'''Section Thru Superelevated Approach Slab at Integral End Bent'''</center>
 
 
 
  
<center>[[Image:751.12 superelevation details-section thru superelevated approach slab at non-integral end bent.gif]]</center>
+
[[Image:751.12.2.10 1.jpg|center|700px]]
<center>'''Section Thru Superelevated Approach Slab at Non-Integral End Bent'''</center>
+
[[Image:751.12.2.10 2.jpg|center|700px]]
 +
[[Image:751.12.2.10 3.jpg|center|700px]]
  
 
{|align="center"
 
{|align="center"
  
|"A"|| = 2'-8" + (Superelev. Slope x 16")
+
|"A"|| = 32'-8" + S.E. x 16"
 
|-
 
|-
|"B"|| = 2'-8" - (Superelev. Slope x 16")
+
|B|| = 32'-8" - S.E. x 16"  
 
|-
 
|-
|"C"|| = 8 1/2" + (Superelev. Slope x 16")
+
|C|| = 8 1/2" + S.E. x 16"  
 
|-
 
|-
|"D"|| = 8 1/2" - (Superelev. Slope x 16")
+
|D|| = 8 1/2" - S.E. x 16"
 
|}
 
|}
 
=== 751.12.2.11 Expansion Device Movement Gauge ===
 
 
All expansion joints shall be equipped with a movement gauge so an historical visual record showing total movement can be established.
 
 
<center>[[Image:751.12 expansion device movement guage details-elevation view of movement guage.gif]]</center>
 
<center>'''Elevation View of Movement Gauge'''</center>
 
 
<center>[[Image:751.12 expansion device movement guage details-plan view of movement guage.gif]]</center>
 
<center>'''Plan View of Movement Gauge'''</center>
 
 
 
'''Add following notes to plans:'''
 
 
Notes:
 
 
A movement gauge shall be provided on one side of
 
bridge at all safety barrier curb expansion joints.
 
 
All steel shall be galvanized.
 
 
Cost of movement gauge, complete-in-place, shall be
 
included in the contract unit price bid for Safety
 
Barrier Curb.
 
  
 
== 751.12.3 Medians ==
 
== 751.12.3 Medians ==
Line 699: Line 244:
 
|valign="top"|Note:||Use same grade reinforcing steel in barrier curb as in slab.
 
|valign="top"|Note:||Use same grade reinforcing steel in barrier curb as in slab.
 
|-
 
|-
|&nbsp;||Splice length for #5-R bars in barrier curb = 35".
+
|&nbsp;||Splice length for #5-R bars in barrier curb = 37".
 
|-
 
|-
 
|&nbsp;||Do not use this barrier curb over precast prestressed panels.
 
|&nbsp;||Do not use this barrier curb over precast prestressed panels.
Line 782: Line 327:
  
 
== 751.12.4 Chain Link Fence ==
 
== 751.12.4 Chain Link Fence ==
 +
 +
'''Design Criteria:'''
 +
 +
Dead load of fence fabric weight:  10 lbs/lin. ft.
 +
 +
Wind load for chain link or metal fabric fence: GREATER OF 0.015 ksf acting normal to the entire surface per LRFD 13.8.2 OR 0.11 x entire surface x calculated wind pressure (11% is effective surface area per MoDOT practice).
 +
 +
  
 
{|border="0" cellpadding="5" cellspacing="1" align="center" style="text-align:center"
 
{|border="0" cellpadding="5" cellspacing="1" align="center" style="text-align:center"
  
|colspan="2"|[[Image:751.12 pedestrian overpass-superstructure near steps.gif]]
+
|colspan="2"|[[Image:751.12.4 superstructure near steps.jpg|750px]]
 
|-
 
|-
 
!colspan="2"|Superstructure Near Steps
 
!colspan="2"|Superstructure Near Steps
Line 791: Line 344:
 
!colspan="2"|&nbsp;
 
!colspan="2"|&nbsp;
 
|-
 
|-
|colspan="2"|[[Image:751.12 pedestrian overpass-superstructure at or near end panel.gif]]
+
|colspan="2"|[[Image:751.12.4 superstructure near end panel.jpg|750px]]
 
|-
 
|-
 
!colspan="2"|Superstructure at or Near End Panel
 
!colspan="2"|Superstructure at or Near End Panel
Line 798: Line 351:
 
|-
 
|-
 
|[[Image:751.12 pedestrian overpass-superstructure near steps detail a.gif]]
 
|[[Image:751.12 pedestrian overpass-superstructure near steps detail a.gif]]
|align="left"|Design Crieria:<br/>Fence fabric weight = 10#/lin. ft.<br/>Eff. wing area = 0.11 area/sq.ft.
 
 
|-
 
|-
 
!Detail "A"
 
!Detail "A"
Line 815: Line 367:
 
!colspan="2"|&nbsp;
 
!colspan="2"|&nbsp;
 
|-
 
|-
|colspan="2"|[[Image:751.12 pedestrian overpass-details of handrail bracket.gif]]
+
|colspan="2"|[[Image:751.12.4 handrail bracket.jpg|700px]]
 
|-
 
|-
!colspan="2"|Details of handrail Bracket
+
!colspan="2"|Details of Handrail Bracket
 
|-
 
|-
 
!colspan="2"|&nbsp;
 
!colspan="2"|&nbsp;
 
|-
 
|-
|colspan="2"|[[Image:751.12 pedestrian overpass-rail post connection (floor plate).gif]]
+
|colspan="2"|[[Image:751.12.4 rail post connection.jpg|750px]]
|-
 
|colspan="2"|*4" (Min.) permitted for reduced embedment availability
 
 
|-
 
|-
 
!colspan="2"|Rail Post Connection (Typical)
 
!colspan="2"|Rail Post Connection (Typical)
Line 829: Line 379:
 
!colspan="2"|&nbsp;
 
!colspan="2"|&nbsp;
 
|-
 
|-
|colspan="2"|[[Image:751.12 pedestrian overpass-plan of floor plate.gif]]
+
|colspan="2"|[[Image:751.12.4 plan of floor plate.jpg|750px]]
 
|-
 
|-
 
!colspan="2"|Plan of Floor Plate
 
!colspan="2"|Plan of Floor Plate
Line 835: Line 385:
 
!colspan="2"|&nbsp;
 
!colspan="2"|&nbsp;
 
|-
 
|-
|colspan="2"|[[Image:751.12 pedestrian overpass-details of expansion device gap.gif]]
+
|colspan="2"|[[Image:751.12.4 details of expansion device gap.jpg|750px]]
 
|-
 
|-
 
!colspan="2"|Details of Expansion Device Gap
 
!colspan="2"|Details of Expansion Device Gap
Line 843: Line 393:
 
!colspan="2"|&nbsp;
 
!colspan="2"|&nbsp;
 
|-
 
|-
|colspan="2"|[[Image:751.12 pedestrian overpass-typical section near splice gap.gif]]
+
|colspan="2"|[[Image:751.12.4 typical section near splice gap.jpg|700px]]
 
|-
 
|-
 
!colspan="2"|Typical Section Near Splice Gap
 
!colspan="2"|Typical Section Near Splice Gap
Line 851: Line 401:
 
(*) Locate at about 30'-0" centers with at least one splice gap between pull posts.
 
(*) Locate at about 30'-0" centers with at least one splice gap between pull posts.
 
   
 
   
'''(Add the following notes to the plans.)'''<br/>The maximum spacing allowed for the braced panels (pull posts) is 100 ft.<br/>Connect the lower end of 1/2" round rod to the end of braced panel to which the stretcher bar is attached.
+
'''(Add the following notes to the plans.)'''<br/>The maximum spacing allowed between pull posts and end posts is 100 ft. Post brace and 1/2ӯ truss rod are required for panels adjacent to pull posts and end posts only.<br>
 +
Connect the lower end of the 1/2"Ø truss rod to the bottom of the pull posts and end posts to which the stretcher bar is attached.  
 
|}
 
|}
  
Line 860: Line 411:
 
|(Optional fence detail when requested by district or railroad personnel)
 
|(Optional fence detail when requested by district or railroad personnel)
 
|-
 
|-
|[[Image:751.12 pedestrian overpass-(112in) curved top fence section a-a.gif]]
+
|[[Image:751.12.4 section aa.jpg|700px]]
 
|-
 
|-
 
!Section A-A
 
!Section A-A
Line 866: Line 417:
 
| &nbsp;
 
| &nbsp;
 
|-
 
|-
|[[Image:751.12 pedestrian overpass-(112in) curved top fence.gif]]
+
|[[Image:751.12.4 curved top.jpg|775px]]
 
|-
 
|-
 
!Curved Top Pedestrian Chain Link Fence<br/>(Galv. Steel) on Sidewalk
 
!Curved Top Pedestrian Chain Link Fence<br/>(Galv. Steel) on Sidewalk
Line 874: Line 425:
 
(*) Locate at about 30'-0" centers with at least one splice gap between pull posts.
 
(*) Locate at about 30'-0" centers with at least one splice gap between pull posts.
  
The maximum spacing allowed for the braced panels (pull post) is 100 feet.<br/>Connect the lower end of 1/2" round rod to the end of braced panel to which the stretcher bar is attached.
+
The maximum spacing allowed between pull posts and end posts is 100 feet. Post brace and 1/2"Ø truss rod are required for panels adjacent to pull posts and end posts only.<br> Connect the lower end of the 1/2"Ø truss rod to the bottom of the pull posts and end posts to which the stretcher bar is attached.
 
|-
 
|-
 
| &nbsp;
 
| &nbsp;
 
|-
 
|-
|[[Image:751.12 pedestrian overpass-(112in) curved top fence details of expansion gap.gif]]
+
|[[Image:751.12.4 details at expansion device gap.jpg|750px]]
 
|-
 
|-
 
!Details at Expansion Device Gap
 
!Details at Expansion Device Gap
Line 886: Line 437:
 
| &nbsp;
 
| &nbsp;
 
|-
 
|-
|[[Image:751.12 pedestrian overpass-(112in) curved top fence typical section near splice gap.gif]]
+
|[[Image:751.12.4 typical section near splice gap (112 in).jpg|700px]]
 
|-
 
|-
 
!Typical Section Near Splice Gap
 
!Typical Section Near Splice Gap
Line 892: Line 443:
 
|align="left"|'''Note:''' 8'-0" max. post spacing for superstructure.
 
|align="left"|'''Note:''' 8'-0" max. post spacing for superstructure.
 
   
 
   
(*) Locate at about 30'-0" centers with at least one splice gap between pull posts.
+
(*) Locate at about 30'-0" centers with at least one splice gap between pull possts and end posts.
 +
|}
 +
 
 +
<div id="751.12.5 Two Tube Rail"></div>
 +
 
 +
==751.12.5 Two Tube Rail (Top Mounted) [[:Category:606 Guardrail and Guard Cable#Testing Criteria.|TL-4]] (NCHRP 350)==
 +
 
 +
'''Guidance'''
 +
 
 +
:* Meets TL-4 (NCHRP 350)
 +
:* Typically used on spread box beam bridges.
 +
:* May be used on adjacent box beam bridges where reinforcement is embedded in the beam.
 +
:* Use only in certain applications because of cost.
 +
:* Acceptable for use when roadway width or site distance is a concern.
 +
:* Curb is intrinsic to TL rating and shall be used. Curb shall be used to prevent drainage over deck.
 +
 
 +
'''Details'''
 +
<center>
 +
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
 +
|+
 +
| style="background:#BEBEBE" width="300" |'''[http://www.modot.org/business/consultant_resources/bridgestandards.htm Bridge Standard Drawings]'''
 +
|-
 +
|align="center"|[http://www.modot.org/business/standard_drawings2/TwoTubeRail.htm Two Tube Rail]
 
|}
 
|}
 +
 +
</center>
 +
 +
 +
  
  
 
[[Category:751 LRFD Bridge Design Guidelines]]
 
[[Category:751 LRFD Bridge Design Guidelines]]

Revision as of 11:10, 16 October 2018

751.12.1 Standard Safety Barrier Bridge Curbs

751.12.1.1 Standard Safety Barrier Curbs used in Missouri

751.12 barrier curb - NJ Shape.gif
Type A
Test Level TL-4
Type B
Test Level TL-4
NJ Shape
 
751.12 barrier curb - type c & d.gif
Type C
Test Level TL-5
Type D
Test Level TL-4 (NCHRP 350)


Note: For Type F (Temporary Barrier Curb), refer to Missouri Standard Plans 617.20.
  For Thrie Beam Rails, see Widening & Repair information.
  See Structural Project Manager before using Type C or D barriers.

751.12.2 Safety Barrier Bridge Curbs (NJ Shape)

751.12.2.1 General Design

New safety barrier curbs "shall be shown to be structurally and geometrically crashworthy". Therefore, the shape of the safety barrier curb is selected based on crash-tested, or equivalent crash-tested geometry.

The safety barrier curb used on new bridges shall be the 16” New Jersey (MO) safety shape barrier curb which has been crash-tested and FHWA approved as meeting test level TL-4.

Test level TL-4 shall be used for safety barrier curb design. TL-4 is defined by AASHTO as being “generally acceptable for the majority of applications on high-speed highways, freeways, expressways, and interstate highways with a mixture of trucks and heavy vehicles”.


751.12.2.1.jpg

All exposed edges shall have either a 1/2-inch radius or a 3/8-inch bevel, unless otherwise noted.

The values shown above are only applicable for the standard normal crown of two percent. See EPG 751.12.2.10 Superelevation Details for adjustment of values for different cross slopes.


Material Properties
Concrete  
Unit weight of reinforced concrete, = 150
for modulus of elasticity, = 145
Safety Barrier Curbs  
Safety Barrier Curbs shall consist of:  
Class B-1 Concrete = 4.0 ksi
  = 8
Median Barrier Curbs  
Median Barrier Curbs shall consist of:  
Class B-1 Concrete = 4.0 ksi
  = 8
Reinforcing steel  
Minimum yield strength, = 60.0 ksi
Steel modulus of elasticity = 29000 ksi

751.12.2.2 Standard Reinforcement Details

The single R bar adds to the rigidity of the reinforcement during construction and it is believed to help prevent cracking. The single bar also appears to assist maintaining uniform reinforcement cover.

Use same grade reinforcing steel in barrier curb as in slab.

Splice length for #5 bars in barrier curb shall be 3’-1” except splice length of #5-K9 bars with #4 K-bars above wing walls shall be 2’-7” (embedment of #5 bars controls over splice length of #4 bars).

All bars are epoxy coated. All bent bars are formed using stirrup bends except for the R1, K4 and K11 bars.

(No Wearing Surface)

Dimensions shown are also typical for structures with latex or low slump concrete (except as indicated).

751.12.2.2 no wearing.jpg


(1¾” Wearing Surface)

751.12.2.2 1 3-4 wearing.jpg


(2¼” Wearing Surface)

751.12.2.2 2 1-4 wearing.jpg

751.12.2.3 End Bent Reinforcement

See barrier curb standard drawings for the placement of the following reinforcement for barrier ending on wing walls. The dimensions shown below are for barrier ending on wing walls; see redecking templates for dimensions and placement of the reinforcement for barrier ending on slabs.

All bars are epoxy coated. All bent bars are formed using stirrup bends except for the K4 and K11 bars.

Integral End Bents and Semi-Deep Abutments

751.12.2.3 Integral 1.jpg
751.12.2.3 Integral 2.jpg


* On skewed integral end bents, if the end K3 bars do not meet the minimum 1 1/2" clearance from the front face of the diaphragm, a K12 bar shall be substituted.

Non-Integral End Bents

751.12.2.3 Non-integral 1.jpg
751.12.2.3 Non-integral 2.jpg


Continuous Concrete Slab

751.12.2.3 continuous 1.jpg
751.12.2.3 continuous 2.jpg

751.12.2.4 Slip-Form Reinforcement Details

Optional slip-form safety barrier curb details shall be placed on all jobs (except prestressed double-tee structures) where applicable.

Add #5 cross bracing C bars for slip-form option.

In each span, the length of the C bars is based on the shortest distance between the joints for that span.

The length of the C bars above the wings (above the approach slab for median barriers) shall provide 1 1/2ʺ clearance to the joint at the end bent and 1 1/2ʺ clearance to the start of the transition for the guard rail attachment (to the end of the barrier for median barriers). A series of cross bracing C bars shall be used to limit the length of the C bars to 12 feet.

List C bars in the Bill of Reinforcing Steel and note that bars are for the slip-form option only.

See barrier curb standard drawings for the required details.

751.12.2.5 SBC for Wing with Detached Wing Wall

If the detached wing wall has more than one section, see the Structural Project Manager for possible additional joints in the safety barrier curb (between sections).

The following details are for illustration purpose only:

751.12.2.5 Non-integral.jpg
751.12.2.5 Integral.jpg

751.12.2.6 Guardrail Attachment Detail

See barrier curb standard drawings for the required details.

751.12.2.6.jpg


751.12.2.7 Joint Details

Expansion Joints. Openings required for expansion shall be provided in the barrier curb in conjunction with deck joints. For details of expansion joints in barrier curb see expansion device details.

Barrier Curb Joints. One-fourth inch joints are located in the barrier curb at locations of negative moments to prevent cracking in the barrier curb. These joints are required when decks are continuous over intermediate bents for both continuous and simple span structures. These joints are also required at the front face of integral end bents. For placement of curb joints at integral end bents see integral end bent details. The following details provide guidance on locating curb joints near intermediate bents.

751.12.2.7.jpg
* One space = 1/4 Span to nearest 1 in. increment (Span < 40 ft.)
One space = 10 ft. (Span = 40 ft. to 125 ft.)
Two spaces = 10 ft. (Span > 125 ft.)

Joints for conventional-formed barrier curbs may be either formed joints filled with one-fourth inch joint filler or saw cut joints sealed with joint sealant and backer rods.

Joints for slip-formed barrier curbs shall only be saw cut joints sealed with joint sealant and backer rods.

The details for saw cut and formed barrier curb joints are included on the barrier curb standard drawings.

751.12.2.8 Plastic Waterstop

To eliminate water seepage problems, use a plastic waterstop, as specified, and in accordance with details shown below.

Use a plastic waterstop at all formed barrier curb joints on grade separations, except over railroads and county roads.

Use a plastic waterstop on lower formed barrier curb joints only, for structures with superelevation on grade separations.

The detail for plastic waterstop is included on the barrier curb standard drawings. The detail shall be removed if not required.

751.12.2.9 Details of Mounting Light Poles on Safety Barrier Curbs

751.12.2.9 part.jpg
751.12.2.9 section.jpg

Anchor bolts and nuts shall be in accordance with ASTM A449. Anchor bolts, nuts and washers shall be fully galvanized.

Note to Detailer: Extend slab transverse steel to edge of slab in blister region often shown with an additional detail with the slab details.

Note: Conduit not shown for clarity.


751.12.2.10 Superelevation Details

751.12.2.10 1.jpg
751.12.2.10 2.jpg
751.12.2.10 3.jpg
"A" = 32'-8" + S.E. x 16"
B = 32'-8" - S.E. x 16"
C = 8 1/2" + S.E. x 16"
D = 8 1/2" - S.E. x 16"

751.12.3 Medians

751.12.3.1 Double Faced Median Barrier Curb (NJ Shape)

Note: Use same grade reinforcing steel in barrier curb as in slab.
  Splice length for #5-R bars in barrier curb = 37".
  Do not use this barrier curb over precast prestressed panels.


Note to detailer: Provide slip-form option for double faced median safety barrier curb. For slip-form option additional #5 cross bracing bars shall be placed on both sides of all joints and R2 bars shall be one bar.


751.12 double-faced median barrier curb reinforcement-r2 bar.gif 751.12 double-faced median barrier curb reinforcement-r4 bar.gif
R2 Bar
Shape 15
R4 Bar
Shape 27
751.12 section thru double faced median barreir curb.gif
Section Thru Double Faced Median Barrier Curb
 
Twin Bridge Median Barrier Curb Details
751.12 section thru median curb with open joint.gif
Section Thru Median with Open Joint

751.12.3.2 Concrete Median Curbs

751.12 concrete median curbs-open joint (twin bridges typ).gif
Open Joint (Twin Bridges Typ.)
751.12 concrete median curbs-barrier class (no joint).gif
Barrier Class (No Joint)
751.12 concrete median curbs-mountable class.gif
Mountable Class
Note: All reinforcement shown shall be epoxy coated.
Details shown are very general. Consult Design Layout for specific details for each individual structure.


Concrete Median Curbs (Permissable Alternates)
Bent Bar:
751.12 concrete median curbs (permissalbe alternates)-open joint (twin bridges typ.).gif 751.12 concrete median curbs (permissalbe alternates)-barrier class (no joint).gif
Open Joint (Twin Bridges Typ.) Barrier Class (No Joint)
751.12 concrete median curbs (permissalbe alternates)-detail a.gif 751.12 concrete median curbs (permissalbe alternates)-detail b.gif
Detail "A" Detail "B"
751.12 concrete median curbs (permissalbe alternates)-field bent bar.gif Add note to plans:
No additional payment will be allowed for the usage of
either alternate anchoring systems.
Resin Anchor:
751.12 concrete median curbs (permissalbe alternates)-resin anchor choice.gif
Note: All reinforcement shown shall be epoxy coated.

751.12.4 Chain Link Fence

Design Criteria:

Dead load of fence fabric weight: 10 lbs/lin. ft.

Wind load for chain link or metal fabric fence: GREATER OF 0.015 ksf acting normal to the entire surface per LRFD 13.8.2 OR 0.11 x entire surface x calculated wind pressure (11% is effective surface area per MoDOT practice).


751.12.4 superstructure near steps.jpg
Superstructure Near Steps
 
751.12.4 superstructure near end panel.jpg
Superstructure at or Near End Panel
 
751.12 pedestrian overpass-superstructure near steps detail a.gif
Detail "A"  


751.12 pedestrian overpass-landing.gif 751.12 pedestrian overpass-section thru fence.gif
Landing Section thru
Fence
 
751.12.4 handrail bracket.jpg
Details of Handrail Bracket
 
751.12.4 rail post connection.jpg
Rail Post Connection (Typical)
 
751.12.4 plan of floor plate.jpg
Plan of Floor Plate
 
751.12.4 details of expansion device gap.jpg
Details of Expansion Device Gap
(**) May conflict with any proposed expansion device sidewalk, consult Structural Project Manager.
 
751.12.4 typical section near splice gap.jpg
Typical Section Near Splice Gap
Note: 8'-0" max. post spacing for superstructure.

(*) Locate at about 30'-0" centers with at least one splice gap between pull posts.

(Add the following notes to the plans.)
The maximum spacing allowed between pull posts and end posts is 100 ft. Post brace and 1/2ӯ truss rod are required for panels adjacent to pull posts and end posts only.
Connect the lower end of the 1/2"Ø truss rod to the bottom of the pull posts and end posts to which the stretcher bar is attached.


(112") Curved top Pedestrian Fence (Structures)
(Optional fence detail when requested by district or railroad personnel)
751.12.4 section aa.jpg
Section A-A
 
751.12.4 curved top.jpg
Curved Top Pedestrian Chain Link Fence
(Galv. Steel) on Sidewalk
NOTE: 8'-0" Max. post spacing for superstructure.

(*) Locate at about 30'-0" centers with at least one splice gap between pull posts.

The maximum spacing allowed between pull posts and end posts is 100 feet. Post brace and 1/2"Ø truss rod are required for panels adjacent to pull posts and end posts only.
Connect the lower end of the 1/2"Ø truss rod to the bottom of the pull posts and end posts to which the stretcher bar is attached.

 
751.12.4 details at expansion device gap.jpg
Details at Expansion Device Gap
(**) May conflict with any proposed expansion device sidewalk, consult Structural Project Manager.
 
751.12.4 typical section near splice gap (112 in).jpg
Typical Section Near Splice Gap
Note: 8'-0" max. post spacing for superstructure.

(*) Locate at about 30'-0" centers with at least one splice gap between pull possts and end posts.

751.12.5 Two Tube Rail (Top Mounted) TL-4 (NCHRP 350)

Guidance

  • Meets TL-4 (NCHRP 350)
  • Typically used on spread box beam bridges.
  • May be used on adjacent box beam bridges where reinforcement is embedded in the beam.
  • Use only in certain applications because of cost.
  • Acceptable for use when roadway width or site distance is a concern.
  • Curb is intrinsic to TL rating and shall be used. Curb shall be used to prevent drainage over deck.

Details

Bridge Standard Drawings
Two Tube Rail