WebJan 1, 2024 · 1. Granular Backfill Borrow, Classification A-1. Refer to AASHTO M145. a. Well-graded material. b. Maximum aggregate size is 1½ inches for plastic pipe, 2 inches for all other pipes. 2. Flowable fill. Refer to Section 03575. a. Use only for drainage pipe … WebThe granular borrow material shall be compacted to not less than 95% maximum dry density as determined by AASHTO T-180 (Modified Proctor) or as determined by ASTM D1557 (Modified Proctor). Surfaces shall be true to the established grade with thickness being not less than 1-inch from the required layer thickness and with the
EMBANKMENT, BORROW, AND BACKFILL - American …
Webaggregate cushionconsisting of Granular Borrow Material for Underwater Backfill (703.19).The toe of the riprap sections shall be keyed into the existing soils 1 foot below the streambed elevation. 6.4 Seismic DesignConsiderations In conformance with LRFD Article3.10.1, seismicanalysis is not required for buried structures, Webrequirements of MnDOT Specification 3149.2B.1, Granular Borrow, except that 100 percent by weight shall pass the one-inch sieve. A gradation report from an approved Independent Testing laboratory of the proposed granular materials shall be furnished to the Engineer before any of the granular materials are delivered to the project. l. grand beach golf course michigan
Vermont Agency of Transportation 2011 Specifications Contract
Web1. Measurement: Measurement will be in tons for the quantity of granular stabilization material required to replace unstable subgrade material removed. Measurement will be based on the scale tickets for the material delivered and incorporated into the project. 2. Payment: Payment will be at the unit price per ton for the quantity of granular WebBy borrowing strength from big data sources it should be possible to improve existing model based estimates and provide more granular statistics. UN-2 Granular credit data comprise individual items of information about credit exposures of credit institutions or other loan-providing financial institutions vis-à-vis borrowers . WebStandard Specifications and Standard Drawings and all related information for the 2012, 2008, 2005, and 2004 Editions are no longer available on the web. You may contact one of the following for more information. George Lukes – Standards and Design Engineer. [email protected]. Brad Yeates – Department Standards Coordinator. chincha te informa