HomeMy WebLinkAbout2015-02 Q1 Rolling Gate Repair - talking points (2)
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From: Ron Super [ron.super.kc@gmail.com]
Sent: Thursday, February 19, 2015 8:56 AM
To: Jennifer Enna
Subject: Fwd: Q1 Rolling Gate Repair - talking points
---------- Forwarded message ----------
From: Jason Davis <
mailto:jdavis@affinis.usjdavis@affinis.us>
Date: Tue, Feb 17, 2015 at 2:28 PM
Subject: Q1 Rolling Gate Repair - talking points
To: Brent Miles <
mailto:bmiles@northpointkc.combmiles@northpointkc.com>, "Don Coleman (
mailto:donpcoleman@yahoo.comdonpcoleman@yahoo.com)" <
mailto:donpcoleman@yahoo.comdonpcoleman@yahoo.com>, "
mailto:jeffg@completehomeconcepts.comjeffg@completehomeconcepts.com" <
mailto:jeffg@completehomeconcepts.comjeffg@completehomeconcepts.com>, "Richie Benninghoven (
mailto:rcb@usckc.comrcb@usckc.com)" <
mailto:rcb@usckc.comrcb@usckc.com>, Ron Super <
mailto:rsuper@kc.rr.comrsuper@kc.rr.com>
Cc: "
mailto:mmcginness@mcginness-shaw.commmcginness@mcginness-shaw.com" <
mailto:mmcginness@mcginness-shaw.commmcginness@mcginness-shaw.com>, Rick Worrel <
mailto:rworrel@affinis.usrworrel@affinis.us>, "Ben Drake (
mailto:benrqbld@gmail.combenrqbld@gmail.com)" <
mailto:benrqbld@gmail.combenrqbld@gmail.com>, "Kevin Street (
mailto:streetkevin@att.netstreetkevin@att.net)" <
mailto:streetkevin@att.netstreetkevin@att.net>
Gentlemen,
After discussing with Jeff, Mike McGinness requested that I put together a few talking points on why the proposed repair (dated 2013-07-31) is equivalent to or better than the original
design.
1. Proposed repair shall provide a transition from rigid pile supported concrete sill to non-rigid soil ballast foundation. A transition slab shall be used that is semi-rigid
in order to ease this transition.
2. Proposed repair shall provide pandrol plate with an abrasion pad to reduce impact stress to concrete sill below rail. Abrasion pad could be replaced as needed due to fatigue.
3. Proposed repair shall provide a continuous steel plate below pandrol plate to distribute load (versus single square plate below each pandrol plate)
4. Proposed repair provides a tougher epoxy grout below continuous steel plate to provide a more durable surface.
5. Proposed repair allows closure of rolling gate without rolling gate rail mods.
6. Proposed repair is estimated to take 36-hour window to perform repair work.
It should be noted that Q1 Rolling Gate was not constructed according to L-385 Construction plans and as shown in L-385 Record Drawings. The proposed repair is the same concept as
original design except with the above improvements.
Feel free to contact me with any questions.
Thanks,
Jason
Jason D. Davis, P.E., Vice President, Federal Services
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