Examples of Headwall in a sentence
E-16 08-60-006/010: Culvert cleaning - fully blocked…………………………………………………E-17 08-60-016/035: Concrete Pipe Culverts………………………………………………………….E-17 08-70-001 Headwall Repair - masonry …………………………………………………… E-19 08-70-002: Headwall Repair - concrete…………………………………………………… E-19 08-70-003 Minor Drainage Structures - masonry………………………………………..
A-10 08-70-001 Headwall Repair Masonry……………………………………………… A-10 08-70-002 Headwall Repair - Concrete……………………..…………………….
A-1008-70-001 Headwall Repair Masonry……………………………………………… A-10 08-70-002 Headwall Repair - Concrete……………………..…………………….A-1108-70-008 Scour Check Repair - masonry ……………………………………….A-11 08-70-009 Scour Check Repair - wooden………………………………………… A-11 08-70-010 Scour Check Repair - concrete………………………………………..
A-10 08-70-001 Headwall Repair Masonry………………………………………………A-1008-70-002 Headwall Repair - ConcreteA-11SECTION 10:CARRIAGEWAY REPAIR WORKS…………………………………… A-1310-50-006Light Manual Reshaping (Potholes, Ruts and Gullies…..…………… A-13 10-50-009 Light Manual Reshaping (Grub edge and Reshape carriageway… A-14 SECTION 11: SHOULDER MAINTENANCE AND REPAIR……………………….A-1611-50-001 Shoulder Grading……………………………………………………..
A-1008-70-001 Headwall Repair Masonry……………………………………………… A-10 08-70-002 Headwall Repair - Concrete……………………..…………………….A-11 SECTION 10:CARRIAGEWAY REPAIR WORKS…………………………………… A-1310-50-006Light Manual Reshaping (Potholes, Ruts and Gullies…..…………… A-13 10-50-009 Light Manual Reshaping (Grub edge and Reshape carriageway… A-14 SECTION 11: SHOULDER MAINTENANCE AND REPAIR……………………….A-1611-50-001 Shoulder Grading……………………………………………………..
A-10 08-70-001 Headwall Repair Masonry………………………………………………A-1008-70-002 Headwall Repair - Concrete A-1108-70-008 Scour Check Repair - masonry……………………………………….
E-16 08-60-006/010: Culvert cleaning - fully blocked…………………………………………………E-17 08-60-016/035: Concrete Pipe Culverts………………………………………………………….E-17 08-70-001 Headwall Repair - masonry ……………………………………………………E-19 08-70-002: Headwall Repair - concrete…………………………………………………… E-19 08-70-003 Minor Drainage Structures - masonry………………………………………..
Headwall heights greater than 2 feet above the top slab require an independent transverse analysis, which is not provided by the FDOT box culvert program.
Headwall and pipe shall be reinforced per AASHTO specifications and structural engineer's requirements.
Ensure that first or last spigot/butt or socket/butt pipe that is to be fitted to the Headwall is in position and free from backfill.Dig out the bank of the watercourse to take the size of the headwall making sure that the Headwall will not protrude into the path of the water flow.