Laserfiche WebLink
6 . Research and analysis of existing right of way information (to include Abstracts or Title <br /> Searches as provided by COUNTY) field location of existing right of way monumentation <br /> and determination of the location and extent of existing right of way in the vicinity of the <br /> project location . <br /> C . Geotechnical Investigation <br /> The ENGINEER will provide geotechnical engineering services on this project including a review <br /> of existing information, field reconnaissance, roadway coring, SPT borings and auger borings . <br /> The scope of service described below has been requested by the client. <br /> The requested scope of service for the proposed intersection improvement project will include the <br /> following : <br /> 1 . Perform up to five five-foot auger borings relative to each intersection (for a total of 20 <br /> auger borings) to explore the shallow soil stratigraphy. The borings will be performed <br /> using a 3 -inch diameter hand (bucket) auger. <br /> 2 . Perform up to four roadway cores at each intersection (for a total of 16 cores) . The cores <br /> will be conducted using a 4-inch diameter diamond tipped core barrel . The thicknesses of <br /> the individual pavement components will be measured and the core holes will be <br /> backfilled and patched upon completion . <br /> 3 . Perform two Standard Penetration Test (SPT) borings at the proposed mast arm locations <br /> to a depth of approximately 35 feet at each intersection (for a total of 8 SPT borings) . <br /> The SPT borings will be drilled using a procedure similar to the Standard Penetration <br /> Test outlined in ASTM D- 1586 . The borings will be sampled at 18 -inch to 24-inch <br /> intervals to 10 feet deep and at 5 -foot intervals below 10 feet . <br /> 4 . Obtain soil samples from the borings for laboratory testing. This includes routine <br /> classification tests including standard sieve analysis, Atterberg Limits , organic contents , <br /> etc . <br /> 5 . Prepare a report for each intersection (four reports) including all data developed during <br /> the laboratory and field programs, and our recommendations relative to soil and <br /> groundwater parameters to be used in the design . <br /> 8 <br />