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I am currently designing the anticipated scour at a beach front. The scope is to protect the adjacent roadway embankment from scouring away with the use of either sheeting or armoured rip rap. In order to do the structural or geotechnical analysis, i would have to estimate the scour based on...

I RECENTLY RECEIVED A PAVEMENT DESIGN COMMENT FROM THE NEW JERSEY DEPARTMENT OF TRANSPORTATION WITH REGARDS TO THE DESIGN LIFE OF PAVEMENT STRUCTURES. QUOTE: IT IS RECOMMENDED THE NEW PAVEMENT FOR 30 TO 50 YEAR RANGE DESIGN LIFE TO ACCOMODATE THE 75 YEAR LIFE OF THE BRIDGE STRUCTURE. THE...

I RECENTLY RECEIVED A PAVEMENT DESIGN COMMENT FROM THE NEW JERSEY DEPARTMENT OF TRANSPORTATION WITH REGARDS TO THE DESIGN LIFE OF PAVEMENT STRUCTURES. QUOTE: IT IS RECOMMENDED THE NEW PAVEMENT FOR 30 TO 50 YEAR RANGE DESIGN LIFE TO ACCOMODATE THE 75 YEAR LIFE OF THE BRIDGE STRUCTURE. THE...

Can anyone give me a good publication on the design of a double sheet pile cofferdam wall. ACOE, FHWA, etc.

Does Anyone out there have an idea on the Life Cycle Cost Roadway User DELAY costs analysis for pavement design. I have no idea what the format is going to look like without a detailed raodway traffic analysis!!! I have the FHWA LCCA handbook and it mentions a Roadway User Delay Cost but then...

Does Anyone out there have an idea on the Life Cycle Cost Roadway User DELAY costs analysis for pavement design. I have no idea what the format is going to look like without a detailed raodway traffic analysis!!! I have the FHWA LCCA handbook and it mentions a Roadway User Delay Cost but then...

Does Anyone out there have an idea on the Life Cycle Cost Roadway User DELAY costs analysis for pavement design. I have no idea what the format is going to look like without a detailed raodway traffic analysis!!! I have the FHWA LCCA handbook and it mentions a Roadway User Delay Cost but then...