Summary
Work includes 1 LS of mobilization; 4 EA of remove concrete headwall; 899 FT of remove guardrail; 1,674 CY of roadway excavation; 258 CY of loose riprap; 326 cy of untreated base course (plan quantity); 258 TN of HMA- 1/2"; 753 TN of HMA - 1/2"; 3 TN of emulsified asphalt (tack); 1,104 FT of conventional longitudinal rumble strip - asphalt; 6 EA of guardrail approach transition element to cast-in-place concrete barrier; 2 EA of crash cushion type d (mash); 127 FT of cast-in-place concrete constant slope half barrier 42"; 120 CY of free draining granular backfill; 1 LS of precast concrete box culvert; etc, see attached file.