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20 <br /> <br />5 MSKT-SP-MGS (MSKT) Inspection Checklist <br /> <br />State: __________________________ Date: _______________________ <br />Project #: _______________________ Location: ___________________________________ <br /> <br /> The rail height is in accordance with the contract plans. This should be 31"  1" above <br />the edge of the finished grade. <br /> <br /> There is no radius rail within the MSKT 50'-0" length (TL-3). <br /> <br /> The end rail panel is not attached to the post at post location #1. <br /> <br /> The end rail panel has ½" x 4" slots and all rails are lapped in the proper direction. <br /> <br /> The end rail panel is 12'-6" long. The second rail must be 9'-4 ½" long to establish the <br />mid-span splices between posts. A second rail length of 15'-7 ½" may also be used. <br /> <br /> The ¾" x 8 ½" hinge bolt at post #2 is on the downstream side of the post. <br /> <br /> The ⅝" x 9" hinge bolt at post location #1 is on the upstream side of the post. <br /> <br /> The lower stub at posts #1 and #2 do not protrude more than 4" above the ground line <br />(measured by the AASHTO 5' cord method). Site grading may be necessary to meet this <br />requirement. <br /> <br /> At post #2, the open-ended slot(s) at the post bolt is on the upstream side of the post. <br /> <br /> Standard steel W6x9# x 6'-0" guardrail posts are used at post locations #3 and beyond. <br />Timber CRT posts may also be used at post locations #3 and beyond. <br /> <br /> All posts within the MSKT are spaced at 6'-3" centers. <br /> <br /> The blockouts are 8" or 12" deep depending on State or local agency standards. <br /> <br /> The MSKT impact head does not encroach on the shoulder. <br /> <br /> The two 5/16" x 1" hex bolts holding the impact head to post #1 are secured. <br /> <br /> The 8" x 8" bearing plate at post #1 is correctly positioned with the 5" dimension up <br />(resting on the angle spacer) and 3" dimension down. The anchor cable is taut and <br />correctly installed. A retainer/tie has been placed over the bearing plate to prevent rotation. <br /> <br /> A ground strut is secured between posts #1 & #2 using the ¾" x 8 ½" hinge bolt at post <br />#2 and a second ⅝" x 9" hex bolt at post location #1. <br /> <br /> The cable anchor bracket shoulder bolts are properly attached to the W-Beam guardrail and <br />the cable anchor bracket is fully seated on the shoulder portion of the bolts. <br /> <br /> If the posts were augered, the backfill material around the posts is properly compacted. <br /> <br /> No washers are used on the face of the rail except at the cable anchor bracket bolts. <br /> <br /> The finished installation is in accordance with all specific State DOT guidelines. <br /> <br />Additional notes: <br />___________________________________________________________________________________________ <br />____________________________________________________________________________ <br />Inspection performed by:____________________________________________