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07-09-18 Drainage and Flooding Committee Meeting
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07-09-18 Drainage and Flooding Committee Meeting
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4/7/2025 3:01:16 PM
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City Meetings
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Drainage and Flooding Committee
Meeting Doc Type
Agenda Packet
Date
7/9/2018
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IML <br />The taxiway has previously had significant crack sealing east of TW B to opposite <br />Apron 1 connector at Taxiway A3. <br />Taxiway edge lighting is at maximum allowed distance from edge of pavement; so <br />moving the pavement edge in cannot be done without violating design criteria" <br />Taxiway T" <br />Taxiway D is a right-angle connector taxiway that was a result of the changed <br />alignment from old angled connector to RW 30 threshold. The taxiway was installed <br />in 200812. The pavement surface is asphalt in good condition and does not appear to <br />have ever been seal coated. <br />Northwest HanparAccess Taxiway and Apron at Runway 12 <br />On the northwest side of the airfield, a connector taxiway tying to Taxiway A serves <br />three t-hangar buildings. While some of the pavement was installed before 1989, the <br />hangars were constructed between 2002 and 2004. <br />In the same 2008 project that created Taxiway D, the apron and connector was re - <br />paved and widened to its current configuration. <br />The pavement is in good condition and does not appear to have ever been seal <br />coated. There is some cracking on the pavement, but it is mostly confined to asphalt <br />joints. The aprons between the hangars are drained by a fin -type slotted drain that is <br />flanked by concrete pavement. One end of the drain in the middle section is showing <br />significant deterioration and is creating FOD. A total of approximately 3,100 feet of <br />block cracking and 25 square feet of deteriorated was identified for this apron. <br />The aprons between the T-hangars have centerline striping that ends at the fin <br />drains. However, the clearances do not meet the standards for a taxilane. <br />Runway 5123 <br />The asphalt pavement surfacing on Runway 5/23 is also in good condition with <br />limited block cracking and heavy vegetation growth into the edges of the pavement. <br />The runway appears to have last been seal coated sometime before 2002. A total of <br />approximately 3,000 feet of block cracking and 1060 square feet of alligator -type <br />cracking was identified within the runway environment. <br />The runway has five connecting taxiways, with the two end connectors also being <br />oversize and not standard geometry. There is no significant previously placed crack <br />sealing on the runway. <br />The pipelines cross the runway at an acute angle north of 12/30 intersection and <br />there is no evidence of patches or deterioration at pipeline crossings. <br />11 AC 150 / 5340-30H, Design for Airport Visual Aids, 7/14/2004, pg. 7. <br />12 Record Drawings, La Porte Airport Improvements, C.T. Brannon Corp., July, 2008 <br />Page 111 <br />
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