ALEXANDRIA HIGH SCHOOL: KING STREET CAMPUS (T.C. WILLIAMS)
BUREAU VERITAS PROJECT: 148303.21R000-016.354
Parking Lots in Poor condition.
Priority Score: 84.7
Pavement, Concrete T.C. Williams Secondary School - Parking Garage Alexandria High School: King Street Campus Site
Plan Type: Performance/Integrity
Uniformat Code: G2021 Recommendation: Replace in 2023
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Cost Estimate: $45,000
Exposed rebar observed in many places throughout top of concrete deck. The exposed rebar seems to be limited to strips of concrete in line with the light poles. These two sections of concrete, which run the length of the top deck are slightly elevated as it relates to the rest of the concrete on the top deck. It is likely this sustains damage each time the top deck is plowed in winter months. Exposed rebar is not in the drive aisles. AssetCALC ID: 3203923
Recommended Follow-up Study: Civil, Site Drainage Civil, Site Drainage T.C. Williams Secondary School - Parking Garage Alexandria High School: King Street Campus Parking garage structure Uniformat Code: P2032 Recommendation: Evaluate/Report in 2021
Priority Score: 81.9 Plan Type: Performance/Integrity Cost Estimate: $7,000
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The exterior walls of the parking garage are constructed of concrete masonry unit blocks. The walls are in good condition and will require routine maintenance. The north western wall located in the stair well is demonstrating signs are water intrusion. The opposite side of the wall is a lower area of the upper floor decking with no proper drainage. There is evidence of standing water. An additional study is required to determine the current state and extent of the water intrusion and possible solutions. - AssetCALC ID: 3047762
Expansion Joint Covers in Failed condition. Aluminum Assembly, up to 2" T.C. Williams Secondary School - Parking Garage Alexandria High School: King Street Campus Upper deck structure Uniformat Code: B2018 Recommendation: Replace in 2021
Priority Score: 81.9 Plan Type: Performance/Integrity Cost Estimate: $72,000
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The upper deck pre-cast structure is in good condition and will require routine maintenance over the assessment period. The seams between the pre cast concrete decking is equipped with expansion diaphragms. Roughly 75 percent of the diaphragms have seen accelerated detestation. There are many places throughout the structure where the diaphragms are missing and light can be seen when underneath. The missing diaphragms are preventing the parking garage decking from shedding rain water properly. The expansion diaphragms will require replacement during the assessment period. - AssetCALC ID: 3047780 7 www.us.bureauveritas.com | p 800.733.0660
