Table 8-3 – Level of Service (LOS) analysis along US 27 for No-Build 2045
| FROM | TO | MAX PEAK HOUR VOLUME | SERVICE VOLUME CAPACITY LOS D | MAX V/C RATIO RANGE | PEAK HOUR-LOS |
|---|
| Highlands/Glades County Line | Lake Henry Dr | 1,850 | 1,580-2000 | 0.95 | C |
|---|
| Lake Henry Dr | Touchton Rd | 1,550 | 1,580 | 0.98 | D |
|---|
| Touchton Rd | Lake Josephine Dr | 1,700 | 1,580 | 1.08 | E |
|---|
| Lake Josephine Dr | Lake Josephine Shores Rd | 1,750 | 2,000 | 0.88 | C |
|---|
| Lake Josephine Shores Rd | SR 66/US 98 | 2,450 | 2,000 | 1.23 | E |
|---|
| SR 66/US 98 | Sebring Parky | 2,600 | 3,020 | 0.86 | C |
|---|
| Sebring Parky | Lakeview Dr | 3,050 | 3,020 | 1.01 | E |
|---|
| Lakeview Dr | Hammock Rd | 2,900 | 3,020 | 0.96 | C |
|---|
| Hammock Rd | Sebring Pkwy | 3,150 | 3,020 | 1.03 | E |
|---|
| Sebring Pkwy | Ridge Dr | 2,900 | 3,020 | 0.96 | C |
|---|
| Ridge Dr | Highlands/Polk County Line | 3,450 | 3,020 | 1.14 | E |
|---|
Highlands/Glades County Line Lake Henry Dr 1,850 1,580- 2000 0.95
Lake Henry Dr Touchton Rd 1,550 1,580 0.98
Lake Josephine Dr Lake Josephine Shores Rd 1,750 2,000 0.88
SR 66/US 98 Sebring Parky 2,600 3,020 0.86
Lakeview Dr Hammock Rd 2,900 3,020 0.96
Sebring Pkwy Ridge Dr 2,900 3,020 0.96