- 894 - SECTION 1056 -- STEEL SHEET PILES AND SHEET PILE CORNERS
1056.01 Description
1.Steel sheet piles and steel sheet pile corners shall conform to the requirements of ASTM A 328/A 328M.
2.All steel sheet piling shall be of the style, dimensions, and weight specified in the contract.
1056.02 Acceptance Requirements
1.Steel sheet piles and sheet pile corners will be accepted based on requirements of this Section and sampling and testing requirements in accordance with the Department’s Materials Sampling Guide . - 895 - SECTION 1057 -- LOW CARB ON STEEL FASTENERS
1057.01 Description
1.This Specification covers re quirements applicable to low-carbon steel standard fasteners, non-headed anchor bolts, and the nuts and washers used with each.
1057.02 Material Characteristics
1.Bolt threads may be cut or rolle d and shall meet the latest ANSI thread tolerances for the specified thread series.
2.All threads shall be full and sound. 3. The specified diamet er of the bolt shall be taken to mean the overall diameter of the threads.
4.The diameter of the shank shall in all cases be not less than the root diameter of the thread.
5.Low carbon bolts and nuts shall conform to ASTM A 307 or ASTM F 568.
6.Low carbon washers shall conform to ANSI B 18.22.M or ANSI B 18.22.1.
7.Washers used with low carbon bolts may be plain or hardened. 8. The Contractor may provide ei ther English or metric bolts in accordance with Table 1058.01.
1057.03 Acceptance Requirements
1.Low carbon steel fasteners will be accepted based on requirements of this Section and sampling and te sting requirements in accordance with the Department’s Materials Sampling Guide .
Source: Nebraska Standard Specifications for Highway Construction, 2017 Edition. Pages 928–928 of 1,048.