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2003-118A.2
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2003-118A.2
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Last modified
10/13/2016 4:59:13 PM
Creation date
9/30/2015 6:32:48 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
05/20/2003
Control Number
2003-118A.2
Agenda Item Number
7.F.
Entity Name
East Gifford Stormwater Improvements
Subject
Volume 2 Specifications and contract documents
Archived Roll/Disk#
3161
Supplemental fields
SmeadsoftID
3252
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1 3 . 5 DENSITY TESTS <br /> A . Compaction tests shall be taken at the locations specified herein or at locations <br /> selected by the ENGINEER or his authorized representative . <br /> B . All tests shall be taken at 200 linear foot intervals ( minimum ) . <br /> 3 . 6 TESTING THE FINISHED SURFACE <br /> 1A , The finished surface of the base course shall be checked with a template cut to the <br /> required cross section and with a 15 foot straight edge laid parallel to the centerline <br /> 1 of the road . Correct all irregularities greater than plus or minus 1 /4 inch by scarifying <br /> and removing or adding base , as may be required , after which the entire areas shall <br /> be compacted as specified herein . <br /> 3 . 7 THICKNESS <br /> A . After the base is complete , the Engineer or the soils laboratory shall take cores at <br /> intervals of 200 linear feet or less . Completely fill said core holes with a sand <br /> I cement grout before the base is primed , or else completely fill said core holes with 3 <br /> or more equal layers of base material and adaquatly compact each layer using a <br /> short steel rod and hammer. Where the base is more than 1 /2 inch deficient in <br /> thickness , correct such areas by scarifying and adding limerock . Scarify to a depth <br /> of at least 3 inches and add more base material for a distance of 100 feet in each <br /> direction from the edge of the deficient area , so that after proper compacting the <br /> thickness will conform to the Plans . <br /> 3 . 8 PROTECTION AND MAINTENANCE <br /> A . " Hard - plane" the base with a blade grader immediately prior to the applications of <br /> prime coat to remove thin-glazed or cemented surfaces , leaving a granular or <br /> porous condition that will allow free penetration of the prime material . Remove all <br /> materials planed from the base area . <br /> B . Protect the base in accordance with Section 02518 , " Prime and Tack Coats for <br /> Base Courses" . This surface shall have a minimum curing time of one week before <br /> the wearing course is applied . <br /> iC . Maintain the true crown and grade with no rutting or other distortion until the surface <br /> course is applied . <br /> + + END OF SECTION + + <br /> Last revised 7/25/02 02514m3 514 3 EAST GIFFORD <br /> RIPublic WorksWeithM\stormweter Projects\Qfford East\Construction contracnechnical specifications\Fnal Specifications\Division <br /> 2\02514 - Limerock Base.doc <br />
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