Noise abatement techniques for construction equipment. Final report.

National Highway Traffic Safety Administration, Office of Research and Development, Washington, D.C.

Harbours and docks : their physical features, history, construction, equipment, and maintenance, with statistics as to their commercial development, by Leveson Francis Vernon-Harcourt.

v. 1. Text.--v. 2. Plates.

Use of road and airdrome construction equipment.

"Supersedes TM5-9500, Principles of modern excavation and equipment, 11 August 1942."

Utilization of engineer construction equipment.

Includes index.

Utilization of engineer construction equipment [microform].

"April 1969"--Vol. D-1.

Organizational, direct support and general support maintenance repair parts and special tools lists : tamper, backfill, gasoline engine driven, hand-operated ram type (commercial construction equipment) model VR 11C, NSN 3895-01-151-2749 ; Stone Construction Equipment, Inc., contract number: DAA E07-82-C-6732.

Includes index.

Tamper, backfill, gasoline engine driven, hand-operated, Ram type (commercial construction equipment), model VR11C, NSN 3895-01-151-2749.

"14 June 85"--Cover.

Construction equipment ownership and operating expense schedule.

"September 1997."

Construction equipment ownership and operating expense schedule.

"August 1993."

Construction equipment ownership and operating expense schedule.

"August 1995."

Equipment improvement report and maintenance summary for TARCOM equipment : tank-automotive, commercial, construction, and material handling equipment (MHE).

"1 June 1977."

Integrated Risk Management for Improving Internal Traffic Control, Work-Zone Safety, and Mobility during Major Construction, TPF-5(081), 2012

Highway construction is among the most dangerous industries in the US. Internal traffic control design, along with how construction equipment and vehicles interact with the traveling public, have a significant effect on how safe a highway construction work zone can be. An integrated approach was taken to research work-zone safety issues and mobility, including input from many personnel, ranging from roadway designers to construction laborers and equipment operators. The research team analyzed crash data from Iowa work-zone incident reports and Occupational Safety and Health Administration data for the industry in conjunction with the results of personal interviews, a targeted work-zone ingress and egress survey, and a work-zone pilot project.

Construction Automation Using Pen-Based Computers, HR-368, 1996

The Iowa Department of Transportation is committed to improved management systems, which in turn has led to increased automation to record and manage construction data. A possible improvement to the current data management system can be found with pen-based computers. Pen-based computers coupled with user friendly software are now to the point where an individual's handwriting can be captured and converted to typed text to be used for data collection. It would appear pen-based computers are sufficiently advanced to be used by construction inspectors to record daily project data. The objective of this research was to determine: (1) if pen-based computers are durable enough to allow maintenance-free operation for field work during Iowa's construction season; and (2) if pen-based computers can be used effectively by inspectors with little computer experience. The pen-based computer's handwriting recognition was not fast or accurate enough to be successfully utilized. The IBM Thinkpad with the pen pointing device did prove useful for working in Windows' graphical environment. The pen was used for pointing, selecting and scrolling in the Windows applications because of its intuitive nature.

Longitudinal Joint Forming in PCC Pavements, MLR-00-05, Construction Report, 2003

In conventional construction practices, a longitudinal joint is sawed in a PCC (Portland Cement Concrete) pavement to control concrete shrinkage cracking between two lanes of traffic. Sawing a joint in hardened concrete is an expensive and time consuming operation. The longitudinal joint is not a working joint (in comparison to a transverse joint) as it is typically tied with a tie bar at 30 inch spacing. The open joint reservoir, left by the saw blade, typically is filled or sealed with a durable crack sealant to keep incompressibles and water from getting into the joint reservoir. An experimental joint forming knife has been developed. It is installed under the paving machine to form the longitudinal joint in the wet concrete as a part of the paving process. Through this research method, forming a very narrow longitudinal joint during the paving process, two conventional paving operations can be eliminated. Joint forming eliminates the need of the joint sawing operation in the hard concrete, and as the joint that is formed does not leave a wide-open reservoir, but only a hairline crack, it does not need the joint filling or sealing operation. Therefore, the two conventional longitudinal joint sawing and sealing operations are both being eliminated by this innovation. A laboratory scale prototype joint forming knife was built and tested, initially forming joints in small concrete beams. The results were positive so the method was proposed for field testing. Initial field tests were done in the construction season of 2001, limited to one paving contractor. A number of modifications were made to the knife throughout the field tests. About 3000 feet of longitudinal joint was formed in 2001. Additional testing was done in the 2002 construction season, working with the same contractor. About 150,000 feet of longitudinal joint was formed in 2002. Evaluations of the formed joints were done to determine longitudinal joint hairline crack development rate and appearance. Additional tests will be done in the next construction season to improve or perfect the longitudinal joint forming technique.