Construction Stage | Inspection Items |
Subgrade | Street subgrade constructed to accurate grade and within specified tolerances. |
Moisture condition of subgrade (+ 3% of optimum unless otherwise approved in writing). | |
Subgrade stability (Proof rolling required in addition to density tests. Proof- roll to be performed with rubber-tired construction vehicle weighing a minimum of 25 tons such as a fully loaded, tandem-axle dump truck unless otherwise approved in writing by City Engineer.). | |
Base Course | Base course constructed to accurate grade and within specified tolerance. |
Surface texture uniform (no evidence of segregation). | |
Moisture condition of base course. | |
Base course stability (Proof rolling required in addition to density tests. Proof-roll to be performed with rubber-tired construction vehicle weighing a minimum of 25 tons such as a fully loaded, tandem-axle dump truck unless otherwise approved in writing by City Engineer.) | |
Curb and gutter | Curb and gutter alignment and grade accuracy. |
Cross section in conformance with typical detail. | |
Concrete finish as specified. No toppings or thin patches permitted. No cracks or other defects. | |
Joint spacing accurate. Joint filler and sealer complete. | |
Where removal and replacement of curb and gutter is required, the replacement section shall extend from joint to joint or as directed by the City Engineer. | |
Surfacing | Grade and cross section accurate. Surfaces within prescribed tolerance. |
Texture and finish uniform. | |
Joints straight and smooth. Joint filler and sealer completed. No cracks or openings at joints. | |
Finish pavement surface shall not be lower than the top of gutter. | |
(Ord. 2009-11-347, passed 11-3-09; Am. Ord. 2010-06-356, passed 6-1-10
; Am. Ord. 2018-11-816, passed 11-6-18)