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1999-245
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1999-245
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Last modified
11/16/2023 3:30:34 PM
Creation date
11/16/2023 3:22:31 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
09/21/1999
Control Number
1999-245
Entity Name
Sheltra & Son Construction
Subject
Contract and Bid Award for Shooting Range Site Work
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i <br />■ 18" diameter. <br />■ 18" pitch, <br />■ Variable speed 5-35 RPM. <br />a 3 flight. <br />Screed: <br />N Force adjustable from 0 to 5,000 lbs. <br />Weight: 2,000 leas, to 10". <br />rl Crown adjustment 3" positive to %" negative. <br />M Width standard 10'; cut-off plates to 8' included and extensions to 12' included - <br />extra extensions optional. <br />Traction Drive: <br />F1 Motor: Fixed displacement hydrostatic, powered by a variable displacement <br />hydraulic pump. <br />IN 2 -speed Rockwell Standard transmission. <br />ki Axle: Rockwell Standard transmission. <br />0 Brakes: Dual actuated hydraulic, Stopmaster 15-%° x 4". <br />N Tires: 4-15.5 x 22.5 tubeless pneumatic. <br />la Paving speeds: low gear 0-124 FPM. <br />a Travel speeds: high gear 0-8.5 MPhi forward or reverse. <br />Engine: <br />® Caterpillar D330C turbo -charged. <br />0 165 hp @ 2200 rpm operating speed. <br />U 2 -stage air filter. <br />340-4 Construction <br />Weather Limitations: <br />Bituminous material or mixture shall not be applied on any soft surfaces, when the <br />temperature of the surface on which the mixture is to be placed is below 45°F. Or <br />when other weather conditions would prevent proper construction of the pavement. <br />Preparation:. <br />The roadway surface to be covered shall be free from holes, depressions, bumps, <br />waves and corrugations. Any unsuitable surface areas shall be repaired by <br />replacement of the unstable materiais or a material to produce a tight surface <br />having the same elevation as the surrounding surface. <br />The roadway surface shall be graded to the desired olevation and width and <br />compacted.. <br />Laboratory and field tests of base course shall be submitted and approved prior to <br />initiation of paving operation. <br />3. Mixing and Spreading: <br />The aggregate and asphalt shall be thoroughly mixed at a rate of 15 gallons of <br />Cationic Emulsion per ton of gravel, so that the bituminous material is uniformly <br />distributed throughout and all aggregate particles are uniform.y coated. <br />TECHNICAL SPECIFICATIONS W <br />W <br />
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