| LEMERY, BATANGAS | |||||||||
|---|---|---|---|---|---|---|---|---|---|
| SURVEYED PAVEMENT DISTRESS IN M.H. DEL PILAR STREET | |||||||||
| Defect(s)/Deficiencies | Estimated Quantity | Unit of Measure | Remarks | Length | Width | Depth | No. of Slab | Latitude | Longitude |
| Scaling | 223.2 | sq. m | 1 | 13.8780694 | 120.9162281 | ||||
| Mabini St/In | 8 | 13.8781336 | 120.9160791 | ||||||
| Minor Worn out | 390.6 | sq. m | 9 | - | |||||
| 22 | - | ||||||||
| Corner Cracking | 0.41 | l.m | 0.41 m | 0.105 m | 1.5 cm | 22 | 13.878781 | 120.9156555 | |
| Minor Worn out | 111.6 | sq. m | 22 | - | |||||
| 25 | - | ||||||||
| J. P. Rizal St/In | 25 | 13.8787805 | 120.9156435 | ||||||
| Inlet Crack | 1.8 | l.m | 1.8 m | 1.5 m | 0.5 cm | 26 | 13.878993 | 120.9156748 | |
| Major Worn Out | 223.2 | sq. m | 26 | - | |||||
| 33 | - | ||||||||
| Bowl-shaped Depression | 0.175 | sq. m | 1.75 m | 0.1 m | 3 cm | 26 | 13.8789274 | 120.9155999 | |
| Alligator Crack | 3.8734 | sq. m | 2.14 m | 1.81 m | 3 cm | 29 | 13.8792048 | 120.9154668 | |
| Minor Worn Out | 446.4 | sq. m | 34 | - | |||||
| 49 | - | ||||||||
| Scaling | 11 | sq. m | 5.5 m | 2 m | 1 cm | 40 | 13.8793774 | 120.9152221 | |
| 41 | - | ||||||||
| Gen. Luna St/In | 44 | 13.8797415 | 120.9151515 | ||||||
| Major Worn out | 390.6 | sq. m | 50 | - | |||||
| 63 | - | ||||||||
| P. Burgos St/In | 62 | 13.8797698 | 120.9150205 | ||||||
| Extremely Worn out Humps | 11.4 | sq. m | 6 m | 1.9 m | 4 cm | 63 | 13.8802255 | 120.9147262 | |
| Minor Worn out | 390.6 | sq. m | 64 | - | |||||
| 77 | - | ||||||||
| Edge Break | 10.08 | sq. m | 6 m | 1.68 m | 5 cm | 69 | 13.8804284 | 120.9146105 | |
| Major Worn out | 502.2 | sq. m | 78 | - | |||||
| 95 | - | ||||||||
| Bonifacio St/In | 78 | 13.8807844 | 120.9142416 | ||||||
| Inlet Crack | 1.14 | l.m | 1.14 m | 0.55 m | 5 cm | 79 | 13.8808406 | 120.9143092 | |
| P. De Joya St/In | 95 | 13.8820998 | 120.9135876 | ||||||
| Minor Worn out | 446.4 | sq. m | 96 | - | |||||
| 111 | - | ||||||||
| Lakandula St/In | 111 | 13.8822925 | 120.913563 | ||||||
| Edge Crack | 6 | l.m | 6 m | 0.08 m | 2.5cm | 112 | 13.8822925 | 120.913563 | |
| Minor Worn out | 251.1 | sq. m | 114 | - | |||||
| 122 | - | ||||||||
| Edge Crack | 6 | l.m | 6 m | 0.72 m | 2 cm | 122 | 13.8824624 | 120.9133226 | |
| Newly Rehabilitated Pavement | 123 | - | |||||||
| 125 | - | ||||||||
| /E | 125 | 13.8824702 | 120.9133711 | ||||||
| 1. The data is surveyed last March 3, 2022. | Legend: | /E - End | |||||||
| 2. The unit of measure l.m denotes linear meter. | /In - Intersection | ||||||||
CONTACT US
GOVERNMENT DIRECTORY
Lemery Engineering Office,
Ilustre Ave., Lemery, Batangas
pmsgislemery@gmail.com