W50S8X26QA026_CHRP_Pad_SF1442_Atch-03_Fig_B11-6_Mooring_Point.png

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W50S8X26QA028 HH-60G STATIC DISPLAY CONCRETE PAD
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W50S8X26QA028
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This is a technical specification document illustrating mooring point installation procedures for existing rigid pavement with thickness greater than 150 millimeters (6 inches), effective as of Change 3, dated 4 February 2020.

The specification details the installation of a mooring device in rigid concrete pavements through a plan view and cross-sectional diagram. Key requirements include: drilling a 300mm (12-inch) diameter core hole through the existing pavement; installing mooring devices at point B with a minimum spacing of 600mm (24 inches) between installation locations; ensuring the mooring device top is flush with the existing pavement surface; roughening the core hole via sand blasting with a minimum 50mm (2-inch) clearance; and placing concrete with a minimum compressive strength of 41,400 kPa (6000 psi) in at least 2 lifts with internal vibration to allow consolidation and mushrooming below the existing slab. The concrete placement must accommodate the existing pavement and construction joints. Additional details regarding the mooring device specifications are referenced in Figure B11-1.

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Other files

File Type Posted
Questions and Answers.pdf PDF
W50S8X26QA028_QMSN262004_CRHP_SF1442_Atch-02_WD_CA20260018_Mod-8.txt TXT text file
Solicitation Amendment W50S8X26QA0280002 SF 30.pdf PDF
Site Visit sign In sheet.pdf PDF
W50S8X26QA028_QMSN262004_CRHP_SF1442_Atch-06_Site_Map.pdf PDF
W50S8X26QA028_QMSN262004_CRHP_SF1442_Atch-04_Fig_B11-9_Grounding.png PNG image
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W50S8X26QA028_QMSN262004_CRHP_SF1442_Atch-07_Submittal_Register.pdf PDF
W50S8X26QA028_QMSN262004_CRHP_SF1442_Atch-03_Fig_B11-6_Mooring_Point.png PNG image
W50S8X26QA028_QMSN262004_CRHP_SF1442_Atch-05_Fig_B11-11_USAF_Tiedown_Profile.png PNG image
W50S8X26QA028_QMSN262004_CRHP_SF1442_Atch-02_WD_CA20260018_Mod-7.txt TXT text file
W50S8X26QA028_QMSN262004_CRHP_SF1442_Atch-06_Site_Map.pdf PDF
W50S8X26QA028_QMSN262004_CRHP_SF30_Amendment01.pdf PDF
W50S8X26QA028_QMSN262004_CRHP_SF1442_Confromed_Amendment.pdf PDF
W50S8X26QA026_CRHP_Pad_SF1442_Atch-01_Weather_Data.pdf PDF
Solicitation - W50S8X26QA028.pdf PDF
W50S8X26QA026_CHRP_Pad_SF1442_Atch-02_WD_CA20260018_Mod-7.txt TXT text file
W50S8X26QA026_CHRP_Pad_SF1442_Atch-06_Site_Map.pdf PDF
W50S8X26QA026_CHRP_Pad_SF1442_Atch-04_Fig_B11-9_Grounding.png PNG image
W50S8X26QA026_CHRP_Pad_SF1442_Atch-05_Fig_B11-11_USAF_Tiedown_Profile.png PNG image
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