Sequence: 4 WUR - Widen/Resurface, Undivided, Rural Net Length: 0.530 ML
2,800 LF
Description: Manatee Ave. E to 3rd Ave West (approx 1100 LF) and Haben Blvd to north 7th St. East (approx 1700 LF)
EARTHWORK COMPONENT
User Input Data
| Description | Value |
|---|---|
| Standard Clearing and Grubbing Limits L/R | 3.85 / 3.85 |
| Incidental Clearing and Grubbing Area | 0.00 |
| Alignment Number | 1 |
| Distance | 0.530 |
| Top of Structural Course For Begin Section | 102.00 |
| Top of Structural Course For End Section | 102.00 |
| Horizontal Elevation For Begin Section | 100.00 |
| Horizontal Elevation For End Section | 100.00 |
| Existing Front Slope L/R | 6 to 1 / 6 to 1 |
| Existing Outside Shoulder Cross Slope L/R | 6.00 % / 6.00 % |
| Front Slope L/R | 6 to 1 / 6 to 1 |
| Outside Shoulder Cross Slope L/R | 6.00 % / 6.00 % |
| Roadway Cross Slope L/R | 2.00 % / 2.00 % |
Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 110-1-1 | CLEARING & GRUBBING | 0.49 AC | $36,990.22 | $18,125.21 |
| 120-2-2 | BORROW EXCAVATION, TRUCK MEASURE | 346.17 CY | $47.81 | $16,550.39 |
Earthwork Component Total $34,675.60
ROADWAY COMPONENT
User Input Data
| Description | Value |
|---|---|
| Number of Lanes | 6 |
| Existing Roadway Pavement Width L/R | 33.00 / 33.00 |
| Structural Spread Rate | 0 |
| Friction Course Spread Rate | 165 |
| Widened Outside Pavement Width L/R | 3.85 / 3.85 |
| Widened Structural Spread Rate | 330 |
| Widened Friction Course Spread Rate | 165 |
Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 160-4 | TYPE B STABILIZATION | 8,617.73 SY | $5.52 | $47,569.87 |
| 285-709 | OPTIONAL BASE,BASE GROUP 09 | 2,600.87 SY | $18.79 | $48,870.35 |
| 327-70-5 | MILLING EXIST ASPH PAVT, 2" AVG DEPTH | 20,533.22 SY | $3.90 | $80,079.56 |
| 334-1-13 | SUPERPAVE ASPHALTIC CONC, TRAFFIC C | 395.26 TN | $178.48 | $70,546.00 |
| 337-7-83 | ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 | 1,693.99 TN | $186.51 | $315,946.07 |
| 337-7-83 | ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 | 197.63 TN | $186.51 | $36,859.97 |
X-Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 160-4 | TYPE B STABILIZATION | 1,980.00 SY | $5.52 | $10,929.60 |
| 285-709 | OPTIONAL BASE,BASE GROUP 09 | 1,980.00 SY | $18.79 | $37,204.20 |
| 334-1-13 | SUPERPAVE ASPHALTIC CONC, TRAFFIC C | 327.00 TN | $178.48 | $58,362.96 |
| 337-7-83 | ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 | 163.50 TN | $186.51 | $30,494.38 |