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IML <br />water surfaces. This survey information is included into the overall surface model <br />data. <br />Follow up Information Collection <br />After the provided survey information and pavement imagery assessment was <br />completed, a site investigation of the pavement condition was made on December <br />15, 2017 to confirm the imagery assessment and clarify issues that were discovered <br />during the aerial data assessment. The mapping of the pavement distresses is <br />shown on Exhibits 2.1 through 2.9. Below is a summary by pavement segment of <br />the assessment: <br />3.1. PAVEMENT CONDITION <br />Runwav 12130 <br />The asphalt pavement surfacing on Runway 12/30 is in good shape with heavy <br />vegetation growth into the edges of the pavement and isolated block cracking. A total <br />of approximately 7,700 feet of block cracking and 900 square feet of alligator -type <br />cracking, mostly in the edges, was identified. The runway has 7 connecting <br />taxiways, two of which are oversize and not to standard geometry. Each oversize <br />FIGURE 2 - RUNWAY 12 END LOOKING SOUTHEAST <br />connector is aligned <br />with the displaced <br />thresholds of the <br />runway. There is no <br />significant previously <br />placed crack sealing on <br />the runway. <br />The pipeline corridor <br />crosses the runway <br />between crossing <br />Runway 5/23 and <br />crossing of Taxiway B. <br />There is no evidence of <br />utility patches or <br />deterioration at or near <br />the crossing. <br />The northwest end of <br />the runway (12) is displaced from the end of pavement by 190 feet, and measures on <br />the ground confirm the published10 displacement. The threshold markings may have <br />been configured in the pre-1994 arrangement of wider bars and has a non-standard <br />"blacking out" of the old markings. <br />10 FAA Form 5010 <br />Page 19 <br />