Fuel Adjustment, April 2011

Article 2120 of the Standard Specifications for Highway and Bridge Construction Series 2009 provides for a fuel adjustment factor to be applied to payments and partial payments for quantities of certain items of excavation work as the work is done, in accordance with the specification, when indicated in the contract documents. A Current Price Index (CPI), in dollars per gallon (liter), will be established by the DOT for each month. The CPI will be the price of No. 2 High Sulfur Diesel, as reported by Oil Price Information Service using the first weekday for the month and the average of all prices reported for Des Moines. The Base Price Index (BPI) for each contract will be the CPI in effect during the month previous to the month of the letting of that contract. If the contract has metric units, divide the Price Index ($/gal) by 3.785412 to obtain $/liter.

Fuel Adjustment, May 2011

Article 2120 of the Standard Specifications for Highway and Bridge Construction Series 2009 provides for a fuel adjustment factor to be applied to payments and partial payments for quantities of certain items of excavation work as the work is done, in accordance with the specification, when indicated in the contract documents. A Current Price Index (CPI), in dollars per gallon (liter), will be established by the DOT for each month. The CPI will be the price of No. 2 High Sulfur Diesel, as reported by Oil Price Information Service using the first weekday for the month and the average of all prices reported for Des Moines. The Base Price Index (BPI) for each contract will be the CPI in effect during the month previous to the month of the letting of that contract. If the contract has metric units, divide the Price Index ($/gal) by 3.785412 to obtain $/liter.

Final Report-Freeway Operations Analysis of I-80 to I-29 Interchange, January 1974

A t the request of the Iowa State Highway Commission, the Engineering Research Institute observed the traffic operations at the Interstate 29 (1-29) and Interstate 80 (1-80) interchange in the southwest part of Council Bluffs. The general location of the site is shown in Figure 1. Before limiting the analysis to the diverging area the project staff drove the entire Council Bluffs freeway system and consulted with M r . Philip Hassenstab (Iowa State Highway Commission, District 4, Resident Maintenance Engineer at Council Bluffs). The final study scope was delineated as encompassing only the operational characteristics of the diverge area where 1-29 South and 1-80 East divide and the ramp to merge area where 1-80 West joins 1-29 North (both areas being contained within the aforementioned interchange). Supplementing the traffic operations scope, was an effort to delineate and document the applicability of video-tape techniques to traffic engineering studies and analyses. Documentation was primarily in the form of a demonstration video-tape.

08018-010 Walnut Creek Final Report

In 2004 Walnut Creek was placed on the 303d list of impaired water bodies for lack of aquatic life with biological causes. Sediment from farmland as well as the stream banks was listed as the most likely stressor. In response to this listing a preliminary watershed assessment was completed by the six counties which have land in the Walnut Creek watershed. Walnut Creek flows through portions of Shelby, Pottawattamie, Montgomery, Mills, Page, and Fremont Counties before reaching its confluence with the West Nishnabotna River. The preliminary study assessed resource concerns and evaluated anticipated landowner participation levels for the six Huc 12 sub-watersheds which divide the Walnut Creek basin. These preliminary assessments revealed a priority sub-watershed which lies between US Hwy 6 and Hwy 34. A development grant was then funded by the Division of Soil Conservation to conduct a detailed assessment of this area. The detailed assessment involved an assessment of the uplands as well as the stream itself. A better understanding of the resource concerns was gained through the assessment, allowing for a comprehensive watershed plan to be developed. A variety of best management practices will be necessary for our project to be a success, many of which will be funded by other sources besides the WIRB. This grant is the first request for funding submitted by the East Pottawattamie and Montgomery SWCDs’. This grant will serve as the first critical step in building what is destined to be a true watershed success story.