| LEMERY, BATANGAS | |||||||||
|---|---|---|---|---|---|---|---|---|---|
| SURVEYED PAVEMENT DISTRESS IN SANGALANG STREET | |||||||||
| Defect(s)/Deficiencies | Estimated Quantity | Unit of Measure | Remarks | Length | Width | Depth | No. of Slab | Latitude | Longitude |
| Cemetery/L/S | 1 | 13.886322 | 120.909857 | ||||||
| transverse crack | 6 | l.m | 6 m | 4 cm | 3.5 cm | 16 | 13.885808 | 120.909862 | |
| P. Gomez St/In | 31 | 13.885255 | 120.910191 | ||||||
| Minor Worn out / Block Crack | 83.7 | sq. m | 34 to36 | 13.8851487 | 120.910197 | ||||
| Lateral Crack | 6 | l.m | 6 m | 25.5 cm | 1.5 cm | 34 | 13.8851487 | 120.910197 | |
| Minor Worn out / Block Crack | 139.5 | sq. m | 38 to 42 | 13.8848564 | 120.9104009 | ||||
| Rehabilitated Pavement | 43 to 46 | 13.8848564 | 120.9104009 | ||||||
| Inlet Crack | 1 | l.m | 1 m | 1 m | 15 cm | 46 | 13.8847313 | 120.9104601 | |
| Minor Worn out | 55.8 | s.q m | 47 to 48 | 13.8847313 | 120.9104601 | ||||
| Marasigan St/In | 48 | 13.8847313 | 120.9104601 | ||||||
| Minor Worn out | 613.8 | s.q m | 49 to 70 | 13.8847313 | 120.9104601 | ||||
| Pothole / Delamination | 3.2634 | s.q m | 2.22 m | 1.47 m | 1 cm | 54 | 13.8846503 | 120.9105591 | |
| Edge Break | 9 | s.q m | 6 m | 1.5 m | 1.5 cm | 57 | 13.88454 | 120.9106374 | |
| Rehabilitated Pavement | 71 to 82 | 13.8838721 | 120.9110752 | ||||||
| Major Worn out | 697.5 | s.q m | 83 to 107 | 13.8833692 | 120.9112963 | ||||
| Rajah Matanda St/In | 83 | 13.8833692 | 120.9112963 | ||||||
| Potholes | 7.5 | s.q m | 3 m | 2.5 cm | 83 | 13.8833692 | 120.9112963 | ||
| Minor Worn out | 809.1 | s.q m | 108 to 136 | 13.8825501 | 120.9118899 | ||||
| Noble St/In | 121 | 13.8825501 | 120.9118899 | ||||||
| Lakandula St/In | 136 | 13.881559 | 120.9126279 | ||||||
| Corner Crack | 1.82 | l.m | 1.82 m | 1.58 m | 1.5 cm | 136 | 13.881559 | 120.9126279 | |
| Major Worn out | 27.9 | s.q m | 137 | 13.881559 | 120.9126279 | ||||
| P. De Joya St/In | 154 | 13.8808782 | 120.9130071 | ||||||
| Delamination | 3.51 | s.q m | 3 m | 1.17 m | 0.5 cm | 157 | 13.8808782 | 120.9130071 | |
| Rehabilitated Pavement | 157 to 173 | 13.8801865 | 120.9134481 | ||||||
| Bonifacio St/In | 171 | 13.8801865 | 120.9134481 | ||||||
| Extreme Worn out | 111.6 | s.q m | 174 to 177 | 13.8801865 | 120.9134481 | ||||
| P. Burgos St/In | 188 | 13.8801865 | 120.9134481 | ||||||
| Minor Worn out | 1701.9 | s.q m | 208 to 269 | 13.8790842 | 120.9141901 | ||||
| Edge Break | 7.02 | s.q m | 6 m | 1.17 m | 5 cm | 207 | 13.8790842 | 120.9141901 | |
| Gen. Luna St/In | 207 | 13.8790842 | 120.9141901 | ||||||
| J. P Rizal St/In | 227 | 13.8784243 | 120.9145774 | ||||||
| Corner Crack | 1.37 | l.m | 1.37 m | 1.04 m | 5 cm | 229 | 13.8783929 | 120.9146053 | |
| Hump Distress | 5.52 | s.q m | 6 m | 0.92 m | 5 cm | 230 | 13.8783432 | 120.9146982 | |
| Corner Delamination | 1.0296 | s.q m | 1.17 m | 0.88 m | 2 cm | 237 | 13.8780021 | 120.9148683 | |
| Mabini St/In | 243 | 13.8778451 | 120.914975 | ||||||
| Corner Delamination | 0.215 | s.q m | 0.5 m | 0.43 m | 253 | 13.8774418 | 120.9152227 | ||
| /E | 269 | 13.8768455 | 120.9155973 | ||||||
| Note: | Legend: | /S - Start | |||||||
| 1. The data is surveyed last February 23, 2022. | /E - End | ||||||||
| 2. The first remark indicates the landmark where pavement distress survey started. | /In - Intersection | ||||||||
| 3. The unit of measure l.m denotes linear meter. | /L - Landmark | ||||||||
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GOVERNMENT DIRECTORY
Lemery Engineering Office,
Ilustre Ave., Lemery, Batangas
pmsgislemery@gmail.com