Millvale Borough – Fornoff Street Reconstruction Project

Fornoff_St_resizeCase Study

Millvale Borough – Fornoff Street Reconstruction Project
Millvale Borough, Allegheny County, Pennsylvania

Fornoff Street Reconstruction was part of a 2007 Paving Program in Millvale Borough. The project details were as follows:

Total Cost of Project:  $65,619.00

MILLING (3.0 In)        520 Square yards

– Remove existing asphalt pavement by milling, mill an average 2” – 3”depth for asphalt pavement.

– Remove asphalt from any concrete curb and remove asphalt wedge curb includes dust control and E&S controls as needed to protect drainage systems in both construction and storage areas, includes sweeping and miscellaneous items, including hauling to stockpile.

BASE REPAIR             86 Square yards

– With 2A/25 mm superpave binder course for brick street including but not limited to all material and labor necessary for unclassified excavation of all brick

– Proof rolling, and placing of (2) 4″ lifts of 2A material

(1) 4″ lift of 25.0 mm superpave binder course, to a 1′ nominal depth, complete and in-place.

BASE REPAIR    30 ton

– With 2A/25 mm superpave binder course for brick street including but not limited to all material and labor necessary for unclassified excavation of all brick

– Proof rolling, and placing of (2) 4″ lifts of 2A material

(1) 4″ lift of 25.0 mm superpave binder course, to a 1′ nominal depth, as detailed and directed, complete and in-place.

PAVING FABRIC         860 Sq Yds

– Furnish and install paving fabric (Amoco CEF 4599or equivalent)

2” SUPERPAVE 19.0 MM BINDER COURSE    100 ton

– Install Superpave Asphalt Mixture Design, HMA Binder Course, PG 64-22, 0 to 0.3 million ESAL’s, 19.0 mm mix, 2” depth compacted thickness, in 3” maximum lifts, as per PennDOT 408 complete and in-place including but not limited to all edge and surface cleaning, tack coat, sealing, wedge curb and keyways where required

1.5” SUPERPAVE 9.5 MM FINE GRADED WEARING COURSE

Contractor shall supply and install Superpave Asphalt Mixture Design, HMA Fine-Graded Course, PG 64-22, 0 to 0.3 to million ESAL’s 9.5 mm mix, SRL L, 60 to 110 lb/sy, as per Penn DOT 408 complete and in-place including but not limited to all edge and surface cleaning, sealing, tack coat compaction, and keyways where required for directed, adjustment to grade to all valve boxes, manholes and inlets as required, including overlay of curb (where directed) complete and in-place as per specifications.

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