Road and Traffic Index

LEMERY, BATANGAS
SURVEYED PAVEMENT DISTRESS IN FILIPINISMO STREET
Defect(s)/Deficiencies	Estimated Quantity	Unit of Measure	Remarks	Length	Width	Depth	No. of Slab	Latitude	Longitude
							221
			/S				1	13.8776301	120.9157529
Lateral Cracking	6	l.m		6 m	1.5 m	2 cm	3	13.8776973	120.9157365
			Cemented	3 m	4 m	3 cm	8	13.878006	120.9155465
			Mabini St/In				11	13.8779229	120.9155643
Chuck	1.26	sq. m		3 m	0.42 m	1 cm	14	13.8782354	120.9153902
							15
			Rizal St/In				24	13.8786199	120.9151093
Minor Worn out	558	sq. m					24
							43
Small Pothole	0.1274	sq. m		0.26 m	0.49 m	3 cm	32	13.8788565	120.9149395
Edge break	1.44	sq. m		3 m	0.48 m	3.5 cm	42	13.8792492	120.9146669
			Gen Luna St/In.				43	13.8792455	120.9147096
Minor Worn out	279	sq. m					44
							53
Delamination	0.8474	sq. m		1.115 m	0.76 m	2 cm	53	13.879564	120.9144367
Block Crack	6.75	l.m		6.75 m			54	13.8797903	120.9143887
							56.5
Extreme Worn out	27.9	sq. m					56	13.8797921	120.9143278
Faulting	5.22	sq. m		6 m	0.87 m	4 cm	57
Extreme Worn out	55.8	sq. m					57
							58	13.8797545	120.9143452
Lateral Crack	6	l.m		6 m	0.1 m	1.5 cm	57	13.8798057	120.9143699
Extreme Worn out	27.9	sq. m					60
			P. Burgos St/In.				60
Minor Worn out	418.5	sq. m					61
							75
			Bonifacio St/In				75	13.8805275	120.9139451
Edge Break & Extreme Worn out	9.9	sq. m		6 m	1.65 m	2 cm	76	13.8805807	120.9138771
Minor Worn out	446.4	sq. m					76
							92
			P. De Joya St/In					13.8811346	120.9134798
Blow Ups	5.0094	sq. m		2.53 m	1.98 m	3.5 cm	93	13.8812009	120.9134054
Edge Crack	3	l.m		3 m	0.48 m	3 cm
Corner Crack	0.85	l.m		0.85 m	0.89 m	4 cm
			Rehabilitated Pavement				100	13.8811312	120.913143
							108	13.8817473	120.9131556
			Lakandula St/In				108	13.8817473	120.9131556
Major Worn Out	83.7	sq. m					109
							111
Minor Worn Out	83.7	sq. m					117
							119
Pot hole		sq. m	Noble St/In				119	13.8823835	120.9125951
Bow-shaped Depression	0.16	sq. m		0.40 m	0.40 m	3.5 cm	#REF!	13.8823844	120.9127589
Minor Worn Out	976.5	sq. m					121	13.8823995	120.9126523
							155
Corner Crack	3	l.m		3 m	0.18 cm	1.5 cm	121
Alligator Crack	2.6	l.m		2.6 m	1.42 m	4.5 cm	142	13.8831431	120.912212
Edge Crack	6	l.m		6 m	0.73 m	2 cm	153	13.8835308	120.9119069
			Rajah Matanda St/In				155	13.8836053	120.9117956
Faulting	6	l.m		6 m	3.72 m	10 cm	157	13.883684	120.911773
Edge Crack	6	l.m		6 m	0.57 m	2 cm	173	13.884073	120.9115406
Traverse Crack	6	l.m		6 m	0.34 m	3 cm	187	13.8847773	120.9111293
							190
Minor Worn Out	251.1	sq. m					192	13.8852927	120.9109265
							200
			Marasigan St/In				192	13.8847465	120.9111198
Corner Crack	1.75	l.m		1.75 m	0.1 m	2 cm	193	13.8849219	120.9110074
Edge Crack	6	l.m		6 m	0.57 m	2 cm	195	13.8849517	120.9109493
			Rehabilitated Pavement				201	13.8852442	120.9108039
							206	13.88529	120.9108
Minor Wornout	83.7	sq. m					207 - 209
			P. Gomez St/In				208	13.8853679	120.9107276
Lateral Crack	3	l.m		3 m	0.5 m	1.5 cm	209	13.8857721	120.9104487
Major Worn Out	334.8	sq. m					210
							221
Lateral Crack	6	l.m		6 m	0.165 m	1.5 cm	214	13.8860634	120.9102328
Bowl-shaped Depression	4.95	sq. m		3 m	1.65 m	2.7 cm	215	13.8858148	120.9103971
Lateral Crack	6	l.m		6 m	0.61 m	7.5 cm	216	13.8858812	120.9104218
Diagonal Crack	6	l.m		6 m	2.15 m	5 cm	217	13.8860186	120.9103224
Bowl-shaped Depression	1.74	sq. m		6 m	0.29 m	3.5 vm	218	13.8860711	120.910332
			/E				221	13.8859473	120.9103377
Note:						Legend:	/S - Start
1. The data is surveyed last February 23, 2022.							/E - End
2. The unit of measure l.m denotes linear meter.							/In - Intersection