Report_3_Pavement_Condition_Survey.pdf
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Report 3_Pavement Condition Survey
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Image 1: Example of ASR like cracking pattern and lack of expansion around edge of slab.
Image 2: Example of patched spalling with faulting.
Image 3: Close up of Spalling with ASR like pattern.
Corinth Pittsburgh Landing Road
Project: SHIL 18(1) Corinth-Pittsburgh Landing Road Slab Condition Pavement Condition Survey conducted on 07/14/15 through 07/15/15
Key Possible slab replacement candidate Definite slab replacement location High Severity Corner Crack - Joint repair candidate High Severity Spalling - Joint repair candidate Joint Repair Location
1 40.0 40
Medium Corner Crack 2'
2 47.0 87
Low Corner Crack 1'
3 55.0 142
Low Transverse Crack 5' x2 Low Transverse Crack 10', 3';
Low Spall;
Medium Corner Crack 3'
4 40.0 182
Low Transverse Crack 6'
5 41.0 223
Low Longitudinal Crack 3' Low Transverse Crack 10'
6 41.0 264
Low Corner Crack 2'; Low Longitudinal Crack 5' x 2; Low
Transverse Cack 10'; . Low Corner Crack 6'
7 40.0 304
Low Transverse Crack 10'; High Spall 8'
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane
CORINTH-PITTSBURGH LANDING ROAD
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Total Length* (ft)
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
8 41.0 345
Low Transverse Crack 4' High Corner Crack 3';
Low Longitudinal Crack 3'
9 40.0 385
10 40.0 425
Medium Corner Crack 3'
11 40.0 465
Low Spall 1' High Corner Crack 3'
12 41.0 506
Low Longitudinal Crack 2'; Low Corner Crack 2'
High Corner Crack 3'; Low Corner Crack 2'
13 40.0 546
Low Transverse Crack 3'x2;
Low Transeverse Crack 6';
Medium Corner Crack 3'
Medium Spall 8'
14 40.0 586
Medium Corner Crack 1' Medium Corner Crack 1'; Low Corner Crack 2'
15 Low CL Faulting 40.0 626
Low Longitudinal Crack 3'x2 Low Corner Crack 1'; High Corner Crack 3'
16 Low CL Faulting 40.0 666
Low Longitudinal Crack 5'x2;
Medium Corner Crack 3'; Low
Corner Crack 1' Low Corner Crack 1'
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
17 Low CL Faulting 40.0 706
Low Longitudinal Crack 5' Low Corner Crack 1'
18 40.0 746
19 39.0 785
Low Longitudinal Crack 1'
20 40.0 825
Low Longitudinal Crack 5'; Low Longitudinal Crack 2'
21 40.0 865
Low Longitudinal Crack 2'; Low Transverse Crack 3'
22 40.0 905
23 40.0 945 edge drop 5-6"
24 40.0 985 edge drop 5-6"
25 39.0 1,024
Low Spall CL 1'
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
26 41.0 1,065
27 39.0 1,104
28 41.0 1,145
Low Spall 2'
29 40.0 1,185
Medium Corner Crack 3'; Low Longitudinal Crack 5'; Low
Corner Crack 1'; CL patch 3' Low Corner Crack 3'
30 40.0 1,225
Low Longitudinal Crack 5';
Medium Corner Crack 1'
Low Transverse Crack 3'x2;
Low Transverse Crack 6'; Low Longitudinal Crack 6'; Medium
Corner Crack 3'
31 40.0 1,265
Low Spall 2' CL; Low Corner Crack 1' Low Corner Crack 1'
32 40.0 1,305
Low Spall 1'; Low Spall 3'; Low Corner Crack 1'; Low Longitudinal Crack 3'
33 Outlet 40.0 1,345 Headwall Inlet
34 41.0 1,386
Low Transverse Crack 3'
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
35 40.0 1,426
Low Transverse Crack 10'x2
36 40.0 1,466
Medium Corner Crack 2'; Low Longitudinal Crack 1' Medium Spall 8'
37 40.0 1,506
Low Longitudinal Crack 1'
Medium Corner Crack 3';
Medium Spall 5'; Low Spall 2';
Low Corner Crack 6'; Low Transverse Crack 6'
Low CL Faulting
38 41.0 1,547
39 40.0 1,587
Low Corner Crack 1'; Low Corner Crack 6'; High Corner
Crack/Spall Patch 3'x6'
40 40.0 1,627
High Corner Crack/Spall Patch 3'x6'; Low Transverse Crack 10'; Medium Corner Crack 2'
41 40.0 1,667
42 40.0 1,707
Low Transverse Crack 10' Low Transverse Crack 10'
Longer slab than SB, mismatched joints
45' long 40.0 1,747 40' long
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
44 Rough CL, 35' long 38.0 1,785
Low Longitudinal Crack 3'
40' long
45 32.0 1,817
Low Transverse Crack 5'
46 40.0 1,857
Low Transverse Crack 10'; Low Corner Crack 3'
47 40.0 1,897
Lor Corner Crack 2' Low Transverse Crack 10'
48 40.0 1,937
Low Transverse Crack 6'
49 40.0 1,977
Low Corner Crack 1'
Low Corner Crack 1'; Low Corner Crack 6'; Low
Transverse Crack 6'; Medium Corner Crack 1'
Grate inlet; Start apron to Calvary Road
50 41.0 2,018
Popout 1'; 10' edge crack near apron
End apron
51 40.0 2,058
Low Corner Crack 1'
Grate inlet
52 40.0 2,098
Patched popouts 1'x3
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
53 41.0 2,139
54 Outlet headwall missing 41.0 2,180
Medium Corner Crack 2'; Low Corner Crack 2'
Low Transverse Crack 3'x2;
Low Corner Crack 1'
Low CL Faulting
55 45.0 2,225
Low Corner Crack 3' Low Corner Crack 1'; Low Corner Crack 2'
Begin apron to Hamburg Savannah Road
56 Begin apron to Hamburg Savannah Road 43.0 2,268
Low Corner Crack 3' Low Corner Crack 2'; Low Corner Crack 3'
Low CL Faulting; end apron
57 Stop Sign 40.0 2,308
High Corner Crack 3' Low Transverse Crack 10'
Historic marker
58 End apron; ponding at turnoff 39.0 2,347
Low Spall 1'; Low Corner Crack 2'
59 41.0 2,388
Low Transverse Crack 5'; Low Corner Crack 1' Low Transverse Crack 10'
60 40.0 2,428
Low Corner Crack1' Low Corner Crack 1'; Spalling and potential ASR
61 40.0 2,468
Medium Spall 6'; Low Longitudinal Crack 3'; Low Transverse Crack 10'x2;
Medium Corner Crack/Spall 5' Low CL faulting
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
62 Begin apron pulloff 40.0 2,508
High Spall 10'
63 End pulloff 40.0 2,548
64 40.0 2,588
65 40.0 2,628
Low Corner Crack 1'
66 41.0 2,669
Low Corner Crack 1'
67 40.0 2,709
68 40.0 2,749 Historic Marker
69 40.0 2,789
Low Corner Crack 1'
70 Headwall Inlet 41.0 2,830
Low Longitudinal Crack 3'
Headwall outlet
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
71 40.0 2,870
72 40.0 2,910
Low Spall 1'
73 41.0 2,951
74 40.0 2,991
75 40.0 3,031
Low Transverse Crack 10'
76 41.0 3,072
Low Transverse Crack 8' Low Longitudinal Crack 3';
Popout 1' outside
77 40.0 3,112
78 40.0 3,152
Low Transverse Crack 3'
79 40.0 3,192
Low Corner Crack/Spall 2';
Potential ASR Low Corner Crack/Spall 2'
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
80 40.0 3,232
Low Spall 3'; Low Transverse Crack 6' Low Transverse Crack 10'x2
81 40.0 3,272
Low Transverse Crack 10'; Low Corner Crack 1'; Potential ASR
82 Edge drop 40.0 3,312
Low Corner Crack 1'; Medium Spall 10'; Potential ASR
83 39.0 3,351
Low Transverse Crack 3' Low Longitudinal Crack 5'
84 41.0 3,392
Low Corner Crack 1'; Low Corner Crack 3'; Spalling CL;
Potential ASR
85 40.0 3,432
Low Corner Crack 3'
86 40.0 3,472
Medium Corner Crack 3'
87 40.0 3,512
Medium Corner Crack 3';
Patched Spall 10'
88 40.0 3,552
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
89 40.0 3,592
Low Corner Crack 1'; Patched Spall 6'; Potential ASR
90 40.0 3,632
Medium Transverse Crack 10'x2; Low Corner Crack 1' Low Transverse Crack 10'
Edge drop near corner of pulloff
91 41.0 3,673
High Spall 10'; EdgeSpalling;
Medium Transverse Crack x3;
Potential ASR
High Corner Crack 3'; Low Transverse Crack; Potential
ASR
Begin pulloff
92 40.0 3,713
Low Corner Crack 3'; Medium Corner Crack 3'; Edge Spalling;
Medium Transverse Crack 10';
Potential ASR
Medium Corner Cracks 3';
Medium Transverse Crack 10';
Potential ASR
93 41.0 3,754
Spalling and Potential ASR;
Medium Transverse Crack 10'x2
Spalling and Potential ASR;
Medium Transverse Crack 10' x
94 28.0 3,782
Spalling and Potential ASR;
Medium Transverse Crack 10'
Spalling and Potential ASR;
Medium Transverse Crack 10'x2
95 32.0 3,814
Low Corner Crack 3' CL corner cracks and spalling
96 40.0 3,854
High Spall 5' High Corner Crack 3'; High Faulting
97 40.0 3,894
High Corner Crack 2'; High Faulting High Spall 8'
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
98 41.0 3,935
99 40.0 3,975
100 40.0 4,015
Low Corner Crack 3'; Potential
ASR
Headwall Outlet
101 Headwall Inlet 41.0 4,056
Low Corner Crack 3' Low Corner Crack 3'; Potential
ASR
102 41.0 4,097
Medium Corner Crack 3'
103 40.0 4,137
Patched High Corner Crack 3'
104 40.0 4,177
Low Transverse Crack 6' Patched High Spall 10'; Medium Transverse Crack 10'; Potential
ASR
105 Edge drop near corner of pulloff 41.0 4,218
Low Transverse Crack;
Potential ASR
Medium Longitudinal Crack 10';
Medium Transverse Crack 10' x
2; Potential ASR
106 40.0 4,258
Medium Corner Crack and Spall 6'
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
107 40.0 4,298
108 40.0 4,338
109 39.0 4,377
Low Corner Crack 1'; Edge Popouts 1' x 2
110 40.0 4,417
Low Corner Crack 1'; Edge Popouts 1' x 2
111 40.0 4,457
Low Transverse Crack 3'
112 Cap Inlet 40.0 4,497
Patched Low Corner Crack 2'
Headwall outlet
113 40.0 4,537
114 40.0 4,577
Medium Corner Crack 3'
115 40.0 4,617 Begin pulloff
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
116 40.0 4,657
117 41.0 4,698
118 40.0 4,738
Low Corner Crack 1'
119 40.0 4,778
Low corner Crack 1' x 2
120 41.0 4,819
Low Corner Crack 1'
Low CL faulting
121 40.0 4,859
Medium Spall 6'
122 41.0 4,900
Low Longitudinal Crack 4'
123 40.0 4,940
Low Longitudinal Crack 4' Low Transverse Crack 3'
124 Headwall Inlet 39.0 4,979
Spalling/Potential ASR Spalling and Potential ASR
Headwall Outlet
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
125 36.0 5,015
High Corner Crack 6'; High Spall 4'
126 45.0 5,060
Low Corner Crack 3'
127 40.0 5,100
Patched High Spall 10' Low Spall 6'; Potential ASR
128 40.0 5,140
129 41.0 5,181
Low Corner Crack 1'; Patched Medium Spall 3'
130 40.0 5,221
Patched Medium Corner Crack 3' x 2
Historic Marker
131 40.0 5,261
132 40.0 5,301
Low Corner Crack 1'
133 40.0 5,341
Low Corner Crack 2'
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
134 41.0 5,382
Low Corner Crack 1' Medium Corner Crack 2'
135 40.0 5,422
Medium Corner Crack 1'
Medium Corner Crack 2';
Patched High Spall; Medium
Transverse Crack 10';
Spalling/Potential ASR
136 40.0 5,462
Spalling/Potential ASR at joints and around edges of slabs
Edge drop at beginning of pulloff
137 Pedestrian Crossing Markings 40.0 5,502
Spalling/Potential ASR at joints and around edges of slabs;
Medium Transverse Crack 10' x
138 Pedestrian Crossing Markings 40.0 5,542
Spalling/Potential ASR at joints and around edges of slabs
Spalling/Potential ASR at joints and around edges of slabs
Pedestrian Crossing Markings
139 41.0 5,583
Spalling/Potential ASR at joints and around edges of slabs; Low
Corner Crack 2' x 3; Low Transverse Crack 10'
140 39.0 5,622
Medium Corner Crack 3' Spalling/Potential ASR at joints and around edges of slabs
141 41.0 5,663
Patched Medium Corner Crack 4'; Low Transverse Crack 10';
Patched Medium Corner Crack
3' End pulloff
142 40.0 5,703
Low Corner Crack 1'
Low Corner Crack 1' x 2; Low Transverse Crack 8' x 2;
Medium Corner Crack 3'; Low Longitudinal Crack 3'
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
143 40.0 5,743
Medium Corner Crack 1'; Low Corner Crack 3'
Spalling/Potential ASR at joints and around edges of slabs
144 40.0 5,783
Spalling/Potential ASR at joints and around edges of slabs
Medium Corner Crack 3';
Patched High Spall 5'
145 41.0 5,824
Medium Corner Crack 3' x 2 High Corner Crack 6'; Low Spall 6'; Low Longitudinal Crack 3'
146 40.0 5,864
Low Transverse Crack 5'
147 41.0 5,905
Low Corner Crack 2'; Low Longitudinal Crack 3'; Low
Transverse Crack 10'
148 40.0 5,945
Medium Corner Crack 2' Medium Corner Crack 2'
149 40.0 5,985
High Spall 10';
Spalling/Potential ASR at joints and around edges of slabs
Spalling/Potential ASR at joints and around edges of slabs
150 40.0 6,025
Low Corner Crack 1' Low Spall along CL 30'; Low
Corner Crack 1'; Low Transverse Crack 5'
151 16.0 6,041
Low Corner Crack 3'
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
152 24.0 6,065
Medium Corner Crack 1' Medium Corner Crack 3'; Low Longitudinal Crack 1'
153 40.0 6,105
Medium Corner Crack 3'; Low longitudinal Crack 3'; Low Transverse Crack 5'; Low
Corner Crack 1' Historic Marker
154 Headwall Inlet 41.0 6,146
Low Transverse Crack 3' Medium Corner Crack 2'
Headwall Outlet
155 40.0 6,186 Begin pulloff
156 Pedestrian Crossing Markings 40.0 6,226 Pedestrian Crossing Markings
157 40.0 6,266
158 40.0 6,306
Low Transverse Crack 10'
159 40.0 6,346 End pulloff
160 40.0 6,386
Low Longitudinal Crack 2' Low Corner Crack 1'
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
161 41.0 6,427
Low Spall 1' x 2
162 40.0 6,467
Low Transverse Crack 3'
163 40.0 6,507
164 39.0 6,546
Low Longitudinal Crack 3'
165 41.0 6,587
Spalling/Potential ASR 10'; Low Corner Crack 1'; Low Spall 5'
166 40.0 6,627
Low Longitudinal Crack 6'
167 40.0 6,667
Low Longitudinal Crack 6'; Low Corner Crack 1'
168 40.0 6,707
Low Longitudinal Crack 2';
Popout 2'
169 40.0 6,747
Low Spall 6'
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
170 40.0 6,787
Low Lorner Crack 1'; Low Corner Crack 3'
171 41.0 6,828
Spalling/Potential ASR at joints Spalling/Potential ASR at joints
172 39.0 6,867
Low Transverse Crack 3'; Low Transverse Crack 10'
173 40.0 6,907
174 41.0 6,948
Low Transverse Crack 3'; Low Longitudinal Crack 5'
175 40.0 6,988
Low Longitudinal Crack 5'; Low Corner Crack 2'; Low
Transverse Crack 2' x 2; Low Longitudinal Crack 2'
176 40.0 7,028
177 40.0 7,068
Low Transverse Crack 5'; Low Spall 3'
178 40.0 7,108
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
179 40.0 7,148
Low Corner Crack 1'
180 40.0 7,188
181 40.0 7,228
Low Edge Crack 6'; Low Corner Crack 3' Low Corner Crack 1'
182 40.0 7,268
183 41.0 7,309
Low Spall 6'
184 40.0 7,349
Low Corner Crack 3'
185 40.0 7,389
Low Transverse Crack 6' x 2;
Low Longitudinal Crack 6'; Low
Corner Crack 2'
186 39.0 7,428 Historic Marker
187 41.0 7,469
Low Corner Crack 1'; Multiple minor low transverse cracks;
Medium Longitudinal Crack 5'
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
188 40.0 7,509
Medium Longitudinal Crack 5';
Low CL Spall 3'; Low Transverse Crack 5'
189 Headwall Outlet 40.0 7,549 Grate Inlet
190 40.0 7,589
Low Longitudinal Crack 3'
191 40.0 7,629
Low Longitudinal Crack 3'
192 40.0 7,669
Low Longitudinal Crack 3'
193 40.0 7,709
194 40.0 7,749
Low Spall 2' Patched Low Spall
195 40.0 7,789
Medium Corner Crack 3' Low Transverse Crack 10'
196 Headwall Outlet 40.0 7,829
Medium Corner Crack 3';
Patched High Spall 10'
Headwall Inlet
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
197 40.0 7,869
High Corner Crack 3'; High Spall 10'; Medium Corner Crack
4'
198 41.0 7,910
Corner Spalling Corner Spall 5'; Low Transverse Crack 5'
199 39.0 7,949
Medium Corner Crack 2' Corner Spall 5' patched
200 40.0 7,989
201 40.0 8,029
Low Corner Crack 2' Low Corner Crack 1'
202 40.0 8,069
Low spall 3'; Corner Spall 3' Low Spall 3'; Spall 1' x 2
203 40.0 8,109
Low Transverse Crack 3'
204 40.0 8,149
Potential ASR Potential ASR
205 41.0 8,190
Low Corner Crack 1'; Low Corner Crack 2'
Low CL Faulting
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
206 Headwall Outlet 40.0 8,230
High Spall 10'
Headwall Inlet
207 Begin apron 40.0 8,270
Low Corner Crack 2'; Low Longitudinal Crack 1'
High Corner Crack 3'; Low Longitudinal Crack 5'
208 41.0 8,311
Low Transverse Crack 3' Low Transverse Crack 3' x 3;
High Corner Spall Patched
209 41.0 8,352
Low Corner Crack 1' High Corner Spall Patched; Low
Corner Crack 1'; Low Longitudinal Crack 5'
210 40.0 8,392
Medium Corner Crack 2'
Low Corner Crack 2'; Low Longitudinal Crack 5'; Low Transverse Crack 10'; Low
Corner Crack 2'
211 41.0 8,433
Medium Corner Crack 2' Low Corner Crack 2'; Low Spalling/Potential ASR
212 40.0 8,473
Low Longitudinal Crack 5'
213 43.0 8,516
Low Longitudinal Crack 5'; Low Transverse Crack 3'
214 37.0 8,553
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
215 40.0 8,593
Low Longitudinal Crack 3'
216 40.0 8,633
Medium Corner Crack 1' Low Longitudinal Crack 3'; Low Transverse Crack 3' & 10'
217 41.0 8,674
Low Spalling/ Potential ASR
218 40.0 8,714
Low Longitudinal Crack 1' Low Transverse Crack 10'; Low Longitudinal Crack 5'
219 40.0 8,754
Low Longitudinal Cracl 2';
Scaling 2' Low Longitudinal Crack 5'
220 40.0 8,794
Low Corner Crack 5' Low Transverse Crack 3' x 2
221 40.0 8,834
Low Corner Crack 2' Patched High Spall 10' with Potential ASR
222 40.0 8,874
Low Corner Crack 2'; Low Longitudinal Crack 4'
223 39.0 8,913
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
224 40.0 8,953
Low Longitudinal Crack 4'
225 39.0 8,992
Low Longitudinal Crack 4' Low Corner Crack 1'; Low Longitudinal Crack 3'
226 40.0 9,032
Low Corner Crack 2' Low Spalling/D cracking 3'
Begin apron
227 39.0 9,071
Low Corner Crack 1'; Medium Transverse Crack 10'; CL Spall
2'
Low Spalling/D cracking 3'; Low Longitudinal Crack 3'; Medium
Transverse Crack 10';
Spalling/Potentail ASR
228 40.0 9,111
Low Spalling/D cracking 3';
Potentail ASR
229 40.0 9,151
Low Corner Crack 1'; Low Transverse Crack 10'
Medium Spall 10'; Low Transverse Crack 10'
End apron
230 35.0 9,186
Low Transverse Crack 10': High Spall 10' across joint to next slab
Low Transverse Crack 10'; High Spall 10' across joint to next slab
Total Repair Lengths = 0 0 0 S.Y.
HTC 0 0 w/ multiple distress MTC 14 14 w/ multiple distress
LTC
HCC 17
MCC 46
LCC 92
Total Length* (mi) Monuments along Eastbound Roadside
Distress Type** and Repair
Repair Length*
(ft) Distress Type**
Repair Length*
(ft)
Northbound Lane Southbound Lane Slab
Number Monuments along Westound Roadside Slab
Length (ft)
Total Length* (ft)
H Spall 17 M Spall 43 L Spall 90
M Long 3 L Long 55
Image 1: Typical condition of Hamburg Purdy Road.
Image 2: Medium severity corner cracking and incompressible material/lack of sealant in joints.
Hamburg Purdy Road
Image 3: Examples of high severity (close) and medium severity (far) transverse cracking.
Image 4: Example of low severity transverse cracking.
Image 5: Drainage problems on the roadway.
Image 6: Faulting along a transverse crack.
Image 7: Joint spalling and patched corner crack.
Project: SHIL 18(1) Hamburg-Purdy Road Slab Condition Pavement Condition Survey conducted on 03/10/15 through 03/11/15
Key High Severy Transverse Crack - Possible slab replacement candidate High Severy Transverse Crack - Definite slab replacement location High Severity Corner Crack - Joint repair candidate High Severity Spalling - Joint repair candidate Joint Repair Location
First half of slab overlaid with HACP;
Water ponding near EOP 41.0 41 0.008
First half of slab overlaid with HACP;
Concrete apron and gravel pulloff;
Water ponding near EOP 20 41.0
2 Water ponding near EOP 40.0 81 L Corner Crack 1' L Corner Crack 1' 0.015 Traffic counter loop;
Water ponding near EOP 20 40.0
3 Water ponding near EOP 40.0 121 M Corner Crack 1' 0.023 20 40.0
4 41.0 162 L Transverse Crack 0.031 20 41.0
5 40.0 202 H Transverse Crack;
L Transverse Crack 40 0.038 20 40.0
6 Exposed wire mesh 40.0 242 L Corner Crack 2' L Longitudinal Crack 2';
M Transverse Crack 0.046 20 40.0
7 40.0 282 L Transverse Crack;
L Corner Crack 2'
M Corner Crack 2';
H Transverse Crack 40 0.053 Water ponding near EOP 20 40.0
8 41.0 323 M Transverse Crack 0.061 Water ponding near EOP 20 41.0
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 1 of 30
** Distress Type and minimum slab replacement length for each slab.
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
9 41.0 364 H Transverse Crack 41 0.069 20 41.0
10 40.0 404 L Spall;
L Transverse Crack
L Longitudinal Crack 6';
L Transverse Crack 0.077 20 40.0
11 40.0 444 M Corner Crack 2';
L Corner Crack 1'
L Longitudinal Crack 6';
L Transverse Crack 0.084 20 40.0
12 40.0 484 M Corner Crack 1' H Transverse Crack w/ spall;
M Spall 40 0.092 20 40.0
13 40.0 524 L Transverse Crack;
M Corner Crack 1' M Corner Crack 1' 0.099 20 40.0
14 41.0 565 L Corner Crack 1' x 2 L Corner Crack 1' 0.107 20 41.0
15 41.0 606 L Transverse Crack x 2 L Transverse Crack 0.115 20 41.0
16 40.0 646 0.122 20 40.0
17 40.0 686 H Transverse Crack 40 H Transverse Crack;
L Longitudinal Crack 40 0.130 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 2 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
18 41.0 727 H Corner Crack 3' 6 0.138 20 41.0
19 40.0 767 L Transverse Crack 6 M Corner Crack 3' 0.145 20 40.0
20 40.0 807 H Transverse Crack 40 0.153 20 40.0
21 40.0 847 0.160 20 40.0
22 41.0 888 H Transverse Crack 41 0.168 20 41.0
23 Exposed wire mesh 40.0 928 0.176 20 40.0
24 40.0 968 L Spall 0.183 20 40.0
25 Water ponding near EOP 40.0 1,008 0.191 Water ponding near EOP 20 40.0
26 Water ponding near EOP 40.0 1,048 0.198 Water ponding near EOP 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 3 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
27 40.0 1,088 H Transverse Crack 40 H Transverse Crack 40 0.206 Water ponding near EOP 20 40.0
28 41.0 1,129 L Spall 0.214 Water ponding near EOP 20 41.0
29 Water ponding near EOP 40.0 1,169 H Corner Crack 3';
M Corner Crack 1' 6 0.221 Water ponding near EOP 20 40.0
30 40.0 1,209 6 0.229 Water ponding near EOP 20 40.0
31 40.0 1,249 H Transverse Crack;
M Spall 40 M Spall 0.237 Water ponding near EOP 20 40.0
32 41.0 1,290 M Corner Crack 1' 0.244 Water ponding near EOP 20 41.0
33 Water ponding near EOP 40.0 1,330 0.252 Water ponding near EOP 20 40.0
34 30.0 1,360 0.258
Exposed wire mesh;
Driveway to house;
Water ponding near EOP 20 30.0
35 40.0 1,400 M Corner Crack 2' 0.265 Water ponding near EOP 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 4 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
36 40.0 1,440 0.273 Water ponding near EOP 20 40.0
37 Headwall inlet 41.0 1,481 H Transverse Crack 41 H Transverse Crack 41 0.280 Headwall outlet;
Water ponding near EOP 20 41.0
38 40.0 1,521 0.288 Water ponding near EOP 20 40.0
39 40.0 1,561 0.296 Water ponding near EOP 20 40.0
40 40.0 1,601 0.303 Water ponding near EOP 20 40.0
41 40.0 1,641 M Transverse Crack M Transverse Crack 0.311 Water ponding near EOP 20 40.0
42 41.0 1,682 0.319 Water ponding near EOP 20 41.0
43 40.0 1,722 H Transverse Crack;
M Corner Crack 3' 40 0.326 Water ponding near EOP 20 40.0
44 Water ponding near EOP 40.0 1,762 M Corner Crack 3' L Corner Crack 1';
M Transverse Crack 0.334 Water ponding near EOP 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 5 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
L Centerline faulting;
Water ponding near EOP 40.0 1,802 0.341 Water ponding near EOP 20 40.0
46 41.0 1,843 L Corner Crack 1' 0.349 "Stope Ahead" sign 20 41.0
47 40.0 1,883 H Transverse Crack;
L Corner Crack 1' x 2 40
L Transverse Crack;
L Longitudinal Crack;
Spall 0.357 20 40.0
48 41.0 1,924 H Corner Crack 3';
L Longitudinal Crack 41 L Transverse Crack 0.364 20 41.0
49 40.0 1,964 L Transverse Crack;
L Longitudinal Crack 0.372 20 40.0
L Centerline faulting;
Exposed wire mesh 41.0 2,005 H Transverse Crack 41 M Corner Crack 3' 0.380 20 41.0
51 L Centerline faulting 40.0 2,045 M Corner Crack 3' 0.387 20 40.0
Exposed wire mesh; At 2054 Existing patch w/ transverse joint 41.0 2,086 H Transverse Crack 41 0.395 20 41.0
53 40.0 2,126 0.403 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 6 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
54 40.0 2,166 M Transverse Crack;
M Spall M Transverse Crack 0.410 20 40.0
55 40.0 2,206 Popout 2'x2' 0.418 20 40.0
56 Water line valve 40.0 2,246 M Transverse Crack;
Popout 2'x2' 0.425 20 40.0
57 Water ponding near EOP 41.0 2,287 L Corner Crack 2' 0.433 20 41.0
58 39.0 2,326 L Longitudinal Crack;
Popout 2'x2' L Longitudinal Crack 0.441 20 39.0
59 41.0 2,367
H Transverse Crack w/ faulting;
M Longitudinal Crack;
L Longitudinal Crack;
Popout 1'x1' x 2 41
M Transverse Crack;
L Longitudinal Crack 0.448 20 41.0
60 40.0 2,407 M Longitudinal Crack;
L Spall 0.456 "Shiloh Church" sign 20 40.0
Intersection with Corinth Pittsburgh Rd;
Inlet grate;
Concrete apron 47.0 2,454
H Transverse Crack;
L Transverse Crack 47 0.465
Intersection with Corinth Pittsburgh Rd;
Inlet grate;
Concrete apron; "Stop" sign 20 47.0
Slabs rotate 90 deg. (Corinth Pittsburgh Road) 10.0 2,464 H Spall edge of slab 0.467 20 10.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 7 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
Slabs rotate 90 deg. (Corinth Pittsburgh Road) 11.0 2,475 H Spall edge of slab 0.469 20 11.0
"Stop" sign;
Concrete apron 40.0 2,515 L Transverse Crack (apron slab)
M Corner Crack 1';
Popout 1'x1' 0.476 Concrete apron 20 40.0
65 40.0 2,555 L Corner Crack 1' M Corner Crack 1' 0.484 L Centerline faulting 20 40.0
66 40.0 2,595 H Transverse Crack;
L Corner Crack 1' 40 H Transverse Crack 40 0.491 20 40.0
67 40.0 2,635 0.499 20 40.0
68 Inlet grate 40.0 2,675 H Transverse Crack 40 H Transverse Crack 40 0.507 Inlet grate 20 40.0
69 40.0 2,715 Spall 0.514 20 40.0
70 Water ponding near EOP 41.0 2,756 H Transverse Crack;
L Corner Crack 1' 41 M Transverse Crack 0.522 20 41.0
71 Water ponding near EOP 39.0 2,795 H Transverse Crack;
L Corner Crack 1' 39 H Transverse Crack 39 0.529 Water ponding near EOP 20 39.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 8 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
72 41.0 2,836 H Transverse Crack 41 M Transverse Crack 0.537 Water ponding near EOP 20 41.0
73 40.0 2,876 0.545 Water ponding near EOP 20 40.0
74 40.0 2,916 L Transverse Crack 0.552 Exposed wire mesh 20 40.0
75 40.0 2,956 L Transverse Crack;
L Corner Crack 1' 0.560 20 40.0
76 40.0 2,996
H Transverse Crack w/ Popout 2'x2';
L Longitudinal Crack 40 0.567 20 40.0
Intersection with driveway;
Inlet grate 40.0 3,036 M Spall M Corner Crack 2' 0.575 20 40.0
78 41.0 3,077 M Corner Crack 1' H Transverse Crack w/ Popout 3'x3' 41 0.583 20 41.0
Headwall inlet;
Water ponding near EOP 40.0 3,117 H Transverse Crack 40 M Transverse Crack 0.590 Headwall outlet 20 40.0
80 Water ponding near EOP 40.0 3,157 L Corner crack 2';
Existing patch w/ deterioration 0.598
L Centerline faulting;
Water ponding near EOP 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 9 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
81 Water ponding near EOP 40.0 3,197 L Longitudinal Crack 0.605 Water ponding near EOP 20 40.0
82 Water ponding near EOP 41.0 3,238
L Transverse Crack;
L Longitudinal Crack;
M Corner Crack 3' M Corner Crack 1' 0.613 Water ponding near EOP 20 41.0
83 Water ponding near EOP 40.0 3,278 L Corner Crack 1' 0.621 20 40.0
84 Water ponding near EOP 40.0 3,318 L Transverse Crack 0.628 20 40.0
85 Water ponding near EOP 40.0 3,358 M Transverse Crack H Transverse Crack 40 0.636 20 40.0
86 Water ponding near EOP 44.0 3,402 0.644 20 44.0
87 40.0 3,442 M Corner Crack 3' 0.652 20 40.0
88 Water ponding near EOP 36.0 3,478 0.659 20 36.0
89 41.0 3,519 H Transverse Crack 41 0.666 20 41.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 10 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
90 39.0 3,558 H Transverse Crack 39 0.674 20 39.0
91 Exposed wire mesh 41.0 3,599 H Transverse Crack 41 0.682 20 41.0
92 40.0 3,639 Popout 2'x1' 0.689 20 40.0
93 40.0 3,679 0.697 20 40.0
94 40.0 3,719 0.704 20 40.0
95 40.0 3,759 L Corner Crack 1' H Transverse Crack 40 0.712 20 40.0
96 40.0 3,799 0.720 20 40.0
97 41.0 3,840 L Transverse Crack 0.727 20 41.0
98 40.0 3,880 6 0.735 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 11 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
99 40.0 3,920 M Corner Crack 1'
M Corner Crack 1';
H Corner Crack 2';
L Spall 6 0.742 20 40.0
Headwall inlet;
Water ponding near EOP 40.0 3,960 0.750 20 40.0
101 40.0 4,000 H Transverse Crack 40 H Transverse Crack 40 0.758 Exposed wire mesh;
Headwall outlet 20 40.0
102 40.0 4,040 0.765 20 40.0
103 Water ponding near EOP 44.0 4,084 0.773 20 44.0
104 Water ponding near EOP 36.0 4,120 0.780 20 36.0
105 Water ponding near EOP 40.0 4,160 0.788 20 40.0
106 Water ponding near EOP 40.0 4,200 M corner Crack 3';
M Transverse Crack 0.795 L Centerline faulting 20 40.0
107 Water ponding near EOP 40.0 4,240 H Corner Crack 3';
L Longitudinal Crack 3' 6 0.803 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 12 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
108 Water ponding near EOP 42.0 4,282 L Longitudinal Crack 3' 6 0.811 20 42.0
L Centerline faulting;
Water ponding near EOP 40.0 4,322 L Longitudinal Crack 3' x 2 0.819 20 40.0
110 Water ponding near EOP 40.0 4,362 M Corner Crack 3';
L Longitudinal Crack 3' 0.826 20 40.0
L Centerline faulting;
Water ponding near EOP 42.0 4,404 0.834 20 42.0
Headwall inlet 36 inch RCP w/ scour;
Water ponding near EOP 41.0 4,445 0.842
Headwall outlet;
Water ponding near EOP 20 41.0
113 Water ponding near EOP 43.0 4,488 H Transverse Crack 43
H Tranverse Crack w/ Popout 1'x1';
L Longitudinal Crack 6' 43 0.850 Water ponding near EOP 20 43.0
114 Water ponding near EOP 41.0 4,529 L Spall 0.858 L Centerline faulting;
Water ponding near EOP 20 41.0
115 Water ponding near EOP 42.0 4,571 0.866 Water ponding near EOP 20 42.0
116 Water ponding near EOP 40.0 4,611 M Corner Crack 2' L Corner Crack 1' 0.873 Water ponding near EOP 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 13 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
Exposed wire mesh:
Water ponding near EOP 41.0 4,652 0.881
Exposed wire mesh;
Water ponding near EOP 20 41.0
Headwall inlet:
Water ponding near EOP 41.0 4,693 L Spall 5'
M Corner Crack 3';
M Longitudinal Crack 6':
H Spall 3' 6 0.889
Concrete drainage structure w/ scour;
Water ponding near EOP 20 41.0
119 Water ponding near EOP 40.0 4,733 L Spall
L Corner Crack 1';
H Spall 6':
M Longitudinal Crack 6' 6 0.896 Water ponding near EOP 20 40.0
120 L Centerline faulting 42.0 4,775 H Corner Crack 4';
L Longitudinal Crack 4' 6 0.904 Water ponding near EOP 20 42.0
121 L Centerline faulting 41.0 4,816 M Corner Crack 1';
L Longitudinal Crack 7' 12 0.912 20 41.0
122 L Centerline faulting 42.0 4,858 L Corner Crack 1' H Corner Crack 4' 6 0.920 20 42.0
123 Water ponding near EOP 42.0 4,900 H Corner Crack 3';
L Spall 6 0.928 20 42.0
L Centerline faulting;
Water ponding near EOP 41.0 4,941 L Spall `
L Longitudinal Crack 4';
H Corner Crack 3' 6 0.936 Water ponding near EOP 20 41.0
125 Water ponding near EOP 41.0 4,982 H Corner Crack 3';
L Longitudinal Crack 4' 6 0.944 Water ponding near EOP 20 41.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 14 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
126 Water ponding near EOP 40.0 5,022 M Corner Crack 1' H Corner Crack 2' 12 0.951 Water ponding near EOP 20 40.0
127 Water ponding near EOP 40.0 5,062 H Transverse Crack;
L Centerline Spall 40 M Corner Crack 1' 6 0.959 Water ponding near EOP 20 40.0
128 Water ponding near EOP 41.0 5,103 M Spall 0.966 Water ponding near EOP 20 41.0
129 Water ponding near EOP 40.0 5,143 0.974 20 40.0
130 Water ponding near EOP 40.0 5,183 H Transverse Crack 40 0.982 20 40.0
131 40.0 5,223 H Transverse Crack;
Popout 1'x1' 40 H Transverse Crack 40 0.989 20 40.0
132 40.0 5,263 0.997 20 40.0
133 Water ponding near EOP 40.0 5,303 1.004 20 40.0
Inlet grate;
Water ponding near EOP 40.0 5,343 H Transverse Crack 40 H Transverse Crack 40 1.012 Headwall outlet, filled w/ debri 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 15 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
135 Water ponding near EOP 40.0 5,383 L Spall 1.020 20 40.0
136 Water ponding near EOP 41.0 5,424 L Transverse Crack 1.027 20 41.0
137 Water ponding near EOP 40.0 5,464 L Corner Crack 1' H Transverse Crack 40 1.035 Water ponding near EOP 20 40.0
138 Headwall inlet 41.0 5,505 H Transverse Crack;
Popout 2'x2' 41 1.043 Headwall outlet 20 41.0
139 Water ponding near EOP 39.0 5,544 1.050 20 39.0
140 Water ponding near EOP 40.0 5,584 1.058 20 40.0
141 Water ponding near EOP 41.0 5,625 H Transverse Crack 41 1.065 20 41.0
142 Water ponding near EOP 40.0 5,665 H Corner Crack 3' w/ Spall 6 1.073 20 40.0
143 Water ponding near EOP 40.0 5,705 6 1.080 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 16 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
144 Water ponding near EOP 40.0 5,745 Popout 2'x2' 1.088 20 40.0
145 Water ponding near EOP 40.0 5,785 1.096 20 40.0
L Centerline faulting;
Water ponding near EOP 40.0 5,825 1.103 20 40.0
147 Water ponding near EOP 40.0 5,865 L Corner Crack 1' 1.111 20 40.0
L Centerline faulting;
Water ponding near EOP 40.0 5,905 1.118 20 40.0
L Centerline faulting;
Water ponding near EOP 40.0 5,945 H Corner Crack 3' 6 H Transverse Crack 40 1.126 20 40.0
150 41.0 5,986 Spall 12 1.134 Water ponding near EOP 20 41.0
151 40.0 6,026 Popout 2'x3'; H Corner Crack 6' 6 1.141 Water ponding near EOP 20 40.0
152 41.0 6,067 L Corner Crack 1';
Popout 1'x1' 1.149 Water ponding near EOP 20 41.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 17 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
153 39.0 6,106 1.156 20 39.0
154 40.0 6,146 1.164 20 40.0
155 Water ponding near EOP 40.0 6,186 H Transverse Crack 40 6 1.172 20 40.0
156 Water ponding near EOP 41.0 6,227 L Spall 3';
L Corner Crack 1' H Corner Crack 3' 6 1.179 20 41.0
157 Water ponding near EOP 40.0 6,267 L Spall L Spall 1.187 20 40.0
158 Water ponding near EOP 40.0 6,307 1.195 20 40.0
159 Water ponding near EOP 40.0 6,347 H Transverse Crack 40 1.202 20 40.0
160 40.0 6,387 L Transverse Crack;
L Spall
L Spall;
Popout 3'x2' 1.210 20 40.0
161 41.0 6,428 Popout 1'x1' 1.217 20 41.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 18 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
At 6431: Existing patch with transverse joint in good condition 39.0 6,467 1.225 20 39.0
163 41.0 6,508 H Transverse Crack 41 H Transverse Crack;
Popout 3'x'3 w/ Spall 41 1.233 20 41.0
164 40.0 6,548 1.240 20 40.0
165 40.0 6,588 1.248 "Stop Ahead" Sign 20 40.0
166 40.0 6,628 H Transverse Crack 40 1.255 20 40.0
167 40.0 6,668 L Longitudinal Crack 5' 1.263 20 40.0
168 41.0 6,709 M Corner Crack 1' H Corner Crack 3' 6 1.271 Water ponding near EOP 20 41.0
169 40.0 6,749 6 1.278 Water ponding near EOP 20 40.0
Intersection with Eastern Corinth Rd;
Concrete Apron; 40.0 6,789
M Corner Crack 1' (Apron Slab);
L Centerline Spall (Apron Slab) 1.286
Intersection with Eastern Corinth Rd;
Concrete Apron;
"Stop" sign;
Inlet grate 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 19 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
171 40.0 6,829 1.293 20 40.0
172 41.0 6,870 L Transverse Crack M Corner Crack 1' 1.301 Inlet grate w/ scour & sinkholes 20 41.0
173 40.0 6,910 H Transverse Crack 40 H Transverse Crack 40 1.309 Water ponding near EOP 20 40.0
174 40.0 6,950 1.316 Water ponding near EOP 20 40.0
175 40.0 6,990 L Corner Crack 1' M Corner Crack 2' x 2 1.324 Water ponding near EOP 20 40.0
176 40.0 7,030 M Corner Crack 1' M Corner Crack 1';
L Spall 1.331 20 40.0
177 40.0 7,070 M Corner Crack 1' H Corner Crack 4' w/ Spall x 2;
M Corner Crack 1' 6 1.339 20 40.0
178 41.0 7,111 H Corner Crack 3' 6 H Corner Crack 3' 12 1.347 20 41.0
179 40.0 7,151 L Corner Crack 1' 6 H Corner Crack 6' x 2 12 1.354 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 20 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
180 40.0 7,191 Centerline Spall 4'
M Corner Crack 2';
L Transverse Crack x 2;
L Longitudinal Crack w/ Spall 6 1.362 20 40.0
181 40.0 7,231 L Transverse Crack x 3 1.370 20 40.0
182 40.0 7,271 1.377 20 40.0
183 40.0 7,311 1.385 20 40.0
184 Headwall outlet 40.0 7,351 L Corner Crack 1' 1.392 Headlwall inlet 20 40.0
185 40.0 7,391 H Transverse Crack 40 1.400 20 40.0
186 40.0 7,431 H Transverse Crack w/ Spall & Corner Crack 40 1.407 20 40.0
187 41.0 7,472 L Corner Crack 1' L Spall 1.415 20 41.0
188 40.0 7,512 L Corner Crack 1' 6 1.423 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 21 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
189 40.0 7,552 L Transverse Crack H Corner Crack 3' x 2 6 1.430 20 40.0
190 39.0 7,591 Popout 2'x2';
M Corner Crack 1' H Corner Crack 3' 6 1.438 20 39.0
191 40.0 7,631 L Corner Crack 1' M Corner Crack 1' 6 1.445 20 40.0
192 41.0 7,672 1.453 20 41.0
193 39.0 7,711 L Corner Crack 1' 1.460 20 39.0
194 41.0 7,752 M Corner Crack 1' 1.468 20 41.0
195 40.0 7,792 L Transverse Crack H Transverse Crack 40 1.476 20 40.0
196 40.0 7,832 1.483 Exposed wire mesh 20 40.0
197 40.0 7,872 H Transverse Crack 40 H Transverse Crack 40 1.491 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 22 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
198 40.0 7,912 1.498 20 40.0
199 40.0 7,952 L Transverse Crack L Spall 1.506 20 40.0
200 28.0 7,980 1.511 20 28.0
201 42.0 8,022 1.519 20 42.0
202 40.0 8,062 1.527 20 40.0
203 40.0 8,102 1.534 20 40.0
204 40.0 8,142 1.542 20 40.0
205 Water ponding near EOP 40.0 8,182 1.550 20 40.0
Exposed wire mesh;
Water ponding near EOP 40.0 8,222 1.557 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 23 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
207 Water ponding near EOP 41.0 8,263 H Transverse Crack;
L Spall 41 H Transverse Crack 41 1.565 20 41.0
208 Water ponding near EOP 40.0 8,303 L Spall 1.573 20 40.0
209 Water ponding near EOP 40.0 8,343
M Transverse Crack;
L Spall;
L Corner Crack 1' H Transverse Crack 40 1.580 L Centerline Faulting 20 40.0
Headwall inlet:
Water ponding near EOP 40.0 8,383 1.588 Headwall outlet 20 40.0
211 Water ponding near EOP 40.0 8,423 1.595 L Centerline Faulting w/ Spall 20 40.0
212 Water ponding near EOP 40.0 8,463 H Transverse Crack w/ Faulting 40 1.603 Sinkhole/broken pipe 20 40.0
213 Water ponding near EOP 40.0 8,503 H Transverse Crack;
L Corner Crack 1' 40 H Transverse Crack 40 1.610 20 40.0
214 Water ponding near EOP 40.0 8,543 H Transverse Crack w/ Popout 2'x1' 40 1.618 20 40.0
215 Water ponding near EOP 40.0 8,583 L Spall L Transverse Crack 1.626 20 40.0
* Total length measure from the POT @ US-22 intersection.
Orange Solid lines denote deteriorated joint sealant, Red dotted lines faulting X no lane Page 24 of 30
Trans Joint
Sealant
Monuments along Eastbound Roadside
Distress Type** and Repair
Long.
Joint
Sealant
Repair Length*
(ft)
Total Length* (mi)Repair
Length* (ft)
Slab Number Monuments along Westound Roadside
Slab Length
(ft)
Westbound Lane Eastbound Lane
Distress Type**
Total Length* (ft)
216 Water ponding near EOP 40.0 8,623 1.633 20 40.0
217 Water ponding near EOP 40.0 8,663 1.641 20 40.0
218 Water ponding near EOP 40.0 8,703 1.648 20 40.0
219 Water ponding near EOP 40.0 8,743 L Centerline Spall 1.656 20 40.0
220 Water ponding near EOP 40.0 8,783 1.663 20 40.0
L Centerline faulting;
Water ponding near EOP 40.0 8,823 M Corner Crack 1' Popout 3'x2' 1.671 20 40.0
222 Water ponding near EOP 40.0 8,863 M Corner Crack 1' M Corner Crack 1' x 2 1.679 L Centerline Faulting w/ Spall 20 40.0
18 in. Headwall (damaged) inlet (clogged);
Water ponding near EOP 41.0 8,904 M Corner Crack 2' 1.686 Headwall outlet 20 41.0
L Centerline faulting;
Water ponding near EOP 40.0 8,944
H Transverse Crack;
M Corner Crack 1' 40
H Transverse Crack;
H Corner Crack 3' x 2 40 1.694 20 40.0
* Total length measure from the POT @ US-22 intersection.
O…
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