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4 . Tests shall be taken at the locations specified herein or at locations <br /> selected by the ENGINEER . <br /> ' B . Permits and Regulations : <br /> 1 . Obtain and pay for all required permits not secured by the ENGINEER <br /> at the time of Contract award . <br /> 2 . Perform excavation work in compliance with applicable requirements of <br /> governing authorities having jurisdiction . <br /> C . Reference Standards : Comply with applicable provisions and <br /> recommendations of the following except as otherwise shown or specified . <br /> ' 1 . ASTM A36 , Specification for Structural Steel , <br /> 2 , ASTM A328 , Specification for Steel Sheet Piling . <br /> 3 . ASTM D422 , Method for Particle-Size Analysis of Soils . <br /> 4 , ASTM D1556 , Test Method for Density and Unit Weight of Soil in Place <br /> by the Sand-Cone Method . <br /> 5 , ASTM D1557 , Test Methods for Moisture- Density Relations of Soils <br /> and Soil -Aggregate Mixtures Using 104b (4 . 54 kg ) Rammer and 184 . <br /> (457 mm ) Drop . <br /> 6 , ASTM D2922 , Test Methods for Density of Soil and Soil -Aggregate in <br /> ' Place by Nuclear Methods (Shallow Depth ) . <br /> 7 , AISC Specifications for the Design , Fabrication , and Erection of <br /> Structural Steel for Buildings . <br /> 8 , OSHA Standard , Title 29 , Code of Federal Regulations ( CFR ) , Part <br /> 1926 , Section . 650 (Subpart P - Excavations ) . <br /> 9 , Florida Department of Transportation Standard Specifications for Road <br /> and Bridge Construction . <br /> 1 . 5 SUBMITTALS <br /> ' A . Test Reports - Borrow , Backfill , and Grading : <br /> 1 . Testing laboratory will submit two (2 ) signed and sealed copies of the <br /> following reports directly to ENGINEER , with copy to CONTRACTOR : <br /> a . Tests on borrow material . <br /> b . Tests on footing subgrade . <br /> ' c . Field density tests . <br /> d . Optimum moisture - maximum density curve for each soil used for <br /> backfill . <br /> e . Tests of actual unconfined compressive strength or bearing tests <br /> of each strata . <br /> ' 1 . 6 JOB CONDITIONS <br /> Last revised 9/ 10/02 02220-3 EAST GIFFORD <br /> FAPublic Works\KeithM\StormmterProjects\afford East\Construction Contract\Technical Specifications\Fnal Specifications\Division <br /> 2\02220 - Excavation and Backill .doc <br />