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|[http://library.modot.mo.gov/RDT/reports/Ri99012/RDT01014.pdf Report 2001] ...he field check, to avoid an overrun in project cost. It is recommended the field check include establishment of a profile line for estimation of concrete ma

...[http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=13 Sec 903] ...[http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1042]

==502.1 Construction Inspection for Sec 502== |[http://library.modot.mo.gov/RDT/reports/Ri99033/RDT01010c.pdf Report 2001]

==501.1 Construction Inspection for Sec 501== |[http://library.modot.mo.gov/RDT/reports/Ri00001/Brief.htm Summary 2001]

...[http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1020] for MoDOT’s specifications. ...y Testing Guidelines for Sec 1020|1020.8 Laboratory Testing Guidelines for Sec 1020]].

'''Support.''' Requests to experiment include consideration of field deployment for the purpose of testing or evaluating a new traffic control d ...e monitoring of the experimentation, especially in the early stages of its field implementation. The evaluation plan should include before and after studie

|colspan="2"|Note: Based on the AASHTO Green Book, 2001 Edition, Exhibit 3-1 ...Distance, providing a PRT of 2.5 seconds, a deceleration rate of 11.2 ft./sec², minus the sign legibility distance of 180 feet.

...n ask the district to stake some different skews for you to observe in the field). ...All description of type of soil and rock encountered is determined in the field.