| LEMERY, BATANGAS | |||||||||
|---|---|---|---|---|---|---|---|---|---|
| SURVEYED PAVEMENT DISTRESS IN INDEPENDENCIA STREET | |||||||||
| Defect(s)/Deficiencies | Estimated Quantity | Unit of Measure | Remarks | Length | Width | Depth | No. of Slab | Latitude | Longitude |
| Total: | |||||||||
| Corner Cracking | 1.16 | l.m | 1.16 m | 1.17 | 1 | 13.8828992 | 120.9137298 | ||
| Minor Worn out | 306.9 | sq.m | 1 to 11 | 13.8828992 | 120.913738 | ||||
| Pop out | 139.5 | sq.m | 15 cm | 1 cm | 2 | 13.8828736 | 120.9137529 | ||
| sq.m | 18 cm | 1.25 cm | 3 | 13.8828542 | 120.9138893 | ||||
| sq.m | 25 cm | 1.5 cm | 4 | 13.8828439 | 120.9140224 | ||||
| sq.m | 23 cm | 1.8 cm | 6 | 13.8827016 | 120.9141189 | ||||
| Lakandula St/In | 11 | 13.8824191 | 120.9141189 | ||||||
| Extreme Worn out | 223.2 | sq.m | 12 to 19 | 13.8823446 | 120.9141189 | ||||
| Edge Break | 7.38 | sq.m | 6 m | 1.23 m | 4 cm | 13 | 13.8823446 | 120.9142334 | |
| Minor Worn out | 251.1 | sq.m | 19 to 27 | 13.8823446 | 120.9144175 | ||||
| Longitudinal Crack | 6 | l.m | 6 m | 5 cm | 1 cm | 25 | 13.881979 | 120.9144175 | |
| Longitudinal Crack | 6 | l.m | 6 m | 16 cm | 2.3 cm | 27 | 13.8818106 | 120.9143857 | |
| P. De Joya St/In | 27 | 13.8818106 | 120.9143857 | ||||||
| Corner Crack | 2.77 | l.m | 2.77 m | 2.44 m | 9.5 cm | 28 | 13.8817845 | 120.9144647 | |
| Minor Worn out | 251.1 | sq.m | 28 to36 | 13.8817845 | 120.9144647 | ||||
| Extreme Worn out | 27.9 | sq.m | 36 | 13.8816673 | 120.9147778 | ||||
| Minor Worn out | 111.6 | sq.m | 37 to 40 | 13.8816673 | 120.9148931 | ||||
| Edge Break | 13.26 | sq.m | 6 m | 2.21 m | 9.5 cm | 40 | 13.881411 | 120.9148931 | |
| Bonifacio St/In | 40 | 13.8812137 | 120.9148414 | ||||||
| Rehabilitated Pavement | 41 to 69 | 13.8812137 | 120.9151706 | ||||||
| P. Burgos St/In | 13.8811856 | 120.9151706 | |||||||
| Bowl-shaped Deperession | 3.93 | sq.m | 3 m | 1.31 m | 4.5 cm | 69 | 13.8806045 | 120.9152553 | |
| Extreme Worn out | 27.9 | sq.m | 70 | 13.8806045 | 120.9154916 | ||||
| Gen Luna St/In | 13.8804623 | 120.9155284 | |||||||
| D- crack | 2.2 | l.m | 2.2 m | 1.02 m | 4 cm | 72 | 13.8799566 | 120.9157272 | |
| Corner Crack | 0.36 | l.m | 0.36 m | 0.14 m | 2 cm | 84 | 13.8799697 | 120.9158779 | |
| J.P. Rizal St/In | 13.879459 | 120.9158914 | |||||||
| Delamination | 1.1 | sq.m | 1.1 m | 1 m | 6 cm | 95 | 13.8792089 | 120.9159559 | |
| Corner Crack | 0.4 | l.m | 0.40 m | 16 cm | 2 cm | 98 | 13.8791302 | 120.9158914 | |
| Extreme Worn out | 27.9 | sq.m | /E | 113 | 13.8791471 | 120.9159559 | |||
| Note: | Legend: | /E - End | |||||||
| 1. The data is surveyed last March 2, 2022. | /In - Intersection | ||||||||
| 2. The unit of measure l.m denotes linear meter. | |||||||||
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GOVERNMENT DIRECTORY
Lemery Engineering Office,
Ilustre Ave., Lemery, Batangas
pmsgislemery@gmail.com