Description: SR 5 (US 1) from Alhambra St to Grace St (MP 1.775 to MP 3.078). Includes intersection lighting retrofit for 4 signals.
ROADWAY COMPONENT
User Input Data
Description Value
Number of Lanes 4
Roadway Pavement Width L/R 24.00 / 24.00
Structural Spread Rate 165
Friction Course Spread Rate 165
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
327-70-4 MILLING EXIST ASPH PAVT, 3" AVG DEPTH 36,692.48 SY $3.25 $119,250.56
334-1-53 SUPERPAVE ASPH CONC, TRAF C, PG76-22 3,027.13 TN $160.00 $484,340.80
337-7-83 ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 3,027.13 TN $169.25 $512,341.75
| X-Items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 110-1-1 | CLEARING & GRUBBING | 0.31 AC | 22,500.00 | 6,975.00 |
| Comment: Median modifications and sod removal | ||||
| 110-4-10 | REMOVAL OF EXIST CONC | 789.00 SY | 46.00 | 36,294.00 |
| Comment: 10 curb ramps ADA in-kind(140 SY) & 25 curb ramps ADA recon with addtl drainage/sdwlk impacts(467 SY). Driveway apron removal at pelican pt(100 SY). Curb rmvl @ Harrison(28SY). Dwy rmvl 1.85(54SY) | ||||
| 160-4 | TYPE B STABILIZATION | 127.00 SY | 26.00 | 3,302.00 |
| Comment: Asphalt reconstruction of existing driveway apron at Pelican Pt (100 SY). Median widening at Harrison (27 SY). | ||||
| 285-701 | OPTIONAL BASE,BASE GROUP 01 | 100.00 SY | 37.50 | 3,750.00 |
| Comment: Asphalt reconstruction of existing driveway apron at Pelican Pt (100 SY). | ||||
| 285-709 | OPTIONAL BASE,BASE GROUP 09 | 27.00 SY | 93.00 | 2,511.00 |
| Comment: Median widening at Harrison (27 SY). | ||||
| 327-70-1 | MILLING EXIST ASPH PAVT, 1" AVG DEPTH | 1,835.00 SY | 4.25 | 7,798.75 |
| Comment: Deeper rehab for 5% of project, 36,692.48 × 0.05 = 1835 SY | ||||
| 327-70-4 | MILLING EXIST ASPH PAVT, 3" AVG DEPTH | 7,016.00 SY | 3.25 | 22,802.00 |
| Comment: 28 Turn lanes × 11-ft (avg) × 205-ft (avg) = 7,016 SY | ||||
| 334-1-53 | SUPERPAVE ASPH CONC, TRAF C, PG76-22 | 694.00 TN | 160.00 | 111,040.00 |
| Comment: 1" for deeper rehab for 5% (1835 × 110/2000 = 101 TN 1.5" for 28 turn lanes (7016 × 165/2000 = 579 TN) 1.5" for Pelican Pt (100SY × 165/2000 = 9TN) 3" for median widening at Harrison (26.2 ×330/2000) | ||||
| 337-7-83 | ASPH CONC FC, TRAFFIC C,FC-12.5,PG 76-22 | 591.00 TN | 169.25 | 100,026.75 |
| Comment: 1.5" for 28 turn lanes (7016 × 165/2000 = 579 TN) 1.5" for Pelican Pt turnout (100SY × 165/2000 = 9TN) 3" for median widening at Harrison (26.2 ×165/2000 = 3 TN) | ||||