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Publication Number: FHWA-RD-01-166
Date: November 2003

Structural Factors for Flexible Pavements—Initial Evaluation of The SPS-1 Experiment Final Report

APPENDIX B. SUMMARY OF CONSTRUCTION DATA (continued)

Michigan (26)
113114115116117118119120121122123124159
Required Thickness
AC Surface
102
178
178
102
178
102
178
102
102
102
178
178
 
ATB
0
0
203
305
102
203
0
0
0
102
203
305
 
PATB
0
0
0
0
0
0
102
102
102
102
102
102
 
DGAB
203
305
0
0
102
102
102
203
305
0
0
0
 
L05B Thickness
AC Surface
112
165
 
104
163
84
163
94
94
97
178
152
 
ATB
0
0
244
305
132
211
0
0
0
107
203
305
 
PATB
0
0
0
0
0
0
102
102
102
102
102
102
 
DGAB
203
305
0
0
102
102
102
203
305
0
0
0
 
SPS Construction Thickeness
AC Surface
             
ATB
             
PATB
             
DGAB
             
Rod & Level
AC Surface
             
ATB
             
PATB
             
DGAB
             
Rod & Level Std Dev
AC Surface
             
ATB
             
PATB
             
DGAB
             
Rod & Level Min
AC Surface
             
ATB
             
PATB
             
DGAB
             
Rod & Level Max
AC Surface
             
ATB
             
PATB
             
DGAB
             
DGAB Material Requirements
< 50% Passing #4 Sieve
53
34
           
< 10 % Passing #200
11
8
           
LL < 25
             
PI < 4
NP
NP
           
Max Lift Thickness < 6
             
ATB Material Requirements
Hveem
Swell < 0.7 mm
             
Stability > 35
             
Marshall 50-blow
Flow 2 - 5 mm
             
Stability 4.4 kN
             
Marshall 75-blow
Flow 3 - 7.6 mm
             
Stability 10 kN
             
First lift thickness < 6 inches
             
Sub lift thickness < 4
             
PATB Material Requirements
             
< 2% Passing #200
             
2 - 2.5% Ashpalt Content
             
Roller type (Steel Wheel)
       
Drainage Locations
             
Drainage Type
             
HMAC Binder Material Requirements
Marshall
75 blows
             
Min Stability
             
Flow 2 mm - 4 mm
             

Montanta (30)
113114115116117118119120121122123124
Required Thickness
AC Surface
102
178
178
102
178
102
178
102
102
102
178
178
ATB
0
0
203
305
102
203
0
0
0
102
203
305
PATB
0
0
0
0
0
0
102
102
102
102
102
102
DGAB
203
305
0
0
102
102
102
203
305
0
0
0
L05B Thickness
AC Surface
            
ATB
            
PATB
            
DGAB
            
SPS Construction Thickeness
AC Surface
            
ATB
            
PATB
            
DGAB
            
Rod & Level
AC Surface
109
 
189
113
183
118
183
108
114
116
191
183
ATB
0
 
232
317
110
223
0
0
0
102
214
326
PATB
0
 
0
0
0
0
118
116
109
110
99
109
DGAB
210
 
0
0
120
108
112
206
312
0
0
0
Rod & Level Std Dev
AC Surface
11
 
7
5
7
6
10
6
8
16
6
9
ATB
  
9
7
7
10
   
7
9
5
PATB
      
6
7
8
10
10
8
DGAB
24
   
18
22
17
17
11
   
Rod & Level Min
AC Surface
81
 
168
104
165
104
157
91
86
18
180
170
ATB
0
 
216
305
89
203
0
0
0
91
201
318
PATB
0
 
0
0
0
0
107
102
91
91
76
97
DGAB
102
 
0
0
91
74
76
170
287
0
0
0
Rod & Level Max
AC Surface
142
 
201
124
203
137
201
124
127
135
203
198
ATB
0
 
249
330
122
244
0
0
0
122
231
330
PATB
0
 
0
0
0
0
127
127
122
127
119
122
DGAB
244
 
0
0
173
157
142
244
330
0
0
0
DGAB Material Requirements
< 50% Passing #4 Sieve
            
< 10 % Passing #200
            
LL < 25
            
PI < 4
            
Max Lift Thickness < 6
    
5
5
5
8
8
   
ATB Material Requirements
Hveem
Swell < 0.7 mm
            
Stability > 35
            
Marshall 50-blow
Flow 2 - 5 mm
            
Stability 4.4 kN
            
Marshall 75-blow
Flow 3 - 7.6 mm
            
Stability 10 kN
            
First lift thickness < 6 inches
  
2
2
2
2
   
2
2
2
Sub lift thickness < 4
  
3
2
2
2
   
2
2
2
PATB Material Requirements
< 2% Passing #200
            
2 - 2.5% Ashpalt Content
            
Roller type (Steel Wheel)
      DOUBLE-DRUM VIBR.
Drainage Locations
      
1
1
    
Drainage Type
      
6
6
    
HMAC Binder Material Requirements
Marshall
75 blows
50
50
50
50
50
50
50
50
50
50
50
50
Min Stability
10
10
10
10
10
10
10
10
10
10
10
10
Flow 2 mm - 4 mm
3
3
3
3
3
3
3
3
3
3
3
3

Nebraska (31)
113114115116117118119120121122123124
Required Thickness
AC Surface
102
178
178
102
178
102
178
102
102
102
178
178
ATB
0
0
203
305
102
203
0
0
0
102
203
305
PATB
0
0
0
0
0
0
102
102
102
102
102
102
DGAB
203
305
0
0
102
102
102
203
305
0
0
0
L05B Thickness
AC Surface
 
170
 
112
201
109
201
119
 
97
191
190.5
ATB
0
0
323
323
97
213
0
0
0
112
206
312.4
PATB
0
0
0
0
0
0
102
102
102
102
102
101.6
DGAB
203
305
0
0
102
102
102
203
305
0
0
0
SPS Construction Thickeness
AC Surface
       
102
102
   
ATB
       
203
305
   
PATB
       
102
102
   
DGAB
       
0
0
   
Rod & Level
AC Surface
            
ATB
            
PATB
            
DGAB
            
Rod & Level Std Dev
AC Surface
            
ATB
            
PATB
            
DGAB
            
Rod & Level Min
AC Surface
            
ATB
            
PATB
            
DGAB
            
Rod & Level Max
AC Surface
            
ATB
            
PATB
            
DGAB
            
DGAB Material Requirements
< 50% Passing #4 Sieve
            
< 10 % Passing #200
            
LL < 25
            
PI < 4
            
Max Lift Thickness < 6
       
6
    
ATB Material Requirements
Hveem
Swell < 0.7 mm
            
Stability > 35
            
Marshall 50-blow
Flow 2 - 5 mm
            
Stability 4.4 kN
            
Marshall 75-blow
Flow 3 - 7.6 mm
            
Stability 10 kN
            
First lift thickness < 6 inches
            
Sub lift thickness < 4
            
PATB Material Requirements
< 2% Passing #200
        
7
   
2 - 2.5% Ashpalt Content
        
5
  
2.5
Roller type (Steel Wheel)
      
DOUBLE-DRUM VIBR.
Drainage Locations
            
Drainage Type
            
HMAC Binder Material Requirements
Marshall
75 blows
            
Min Stability
            
Flow 2 mm - 4 mm
            

 

Nevada (32)
101102103104105106107108109110111112
Required Thickness
AC Surface
178
102
102
178
102
178
102
178
178
178
102
102
ATB
0
0
203
305
102
203
0
0
0
102
203
305
PATB
0
0
0
0
0
0
102
102
102
102
102
102
DGAB
203
305
0
0
102
102
102
203
305
0
0
0
L05B Thickness
AC Surface
183
112
104
185
107
183
112
178
178
168
104
114
ATB
0
0
224
305
122
224
0
0
0
107
213
315
PATB
0
0
0
0
0
0
104
114
102
112
112
107
DGAB
216
297
0
0
91
94
97
196
307
0
0
0
SPS Construction Thickeness
AC Surface
180
112
104
185
107
183
112
178
178
168
104
114
ATB
0
0
224
315
122
224
0
0
0
107
213
315
PATB
0
0
0
0
0
0
104
114
102
112
112
107
DGAB
216
297
0
0
91
94
84
196
307
0
0
0
Rod & Level
AC Surface
183
104
106
186
106
182
106
177
178
179
105
108
ATB
0
0
219
316
123
223
0
0
0
101
213
314
PATB
0
0
0
0
0
0
105
115
103
112
112
107
DGAB
215
296
0
0
91
95
97
197
308
0
0
0
Rod & Level Std Dev
AC Surface
11
6
3
7
6
4
7
7
8
6
3
5
ATB
  
7
9
5
10
   
7
15
9
PATB
      
16
9
11
7
13
9
DGAB
9
11
  
5
10
8
8
7
   
Rod & Level Min
AC Surface
155
91
97
160
91
173
94
168
163
165
97
94
ATB
0
0
208
300
112
203
0
0
0
86
180
290
PATB
0
0
0
0
0
0
66
91
81
97
89
91
DGAB
196
269
0
0
79
76
79
183
295
0
0
0
Rod & Level Max
AC Surface
208
117
112
198
119
193
124
198
193
193
112
117
ATB
0
0
234
338
150
241
0
0
0
119
234
335
PATB
0
0
0
0
0
0
140
132
124
124
142
127
DGAB
234
320
0
0
107
117
112
213
323
0
0
0
DGAB Material Requirements
< 50% Passing #4 Sieve
46
41
      
33
   
< 10 % Passing #200
12
11
      
9
   
LL < 25
 
25
          
PI < 4
NP
11
     
NP
    
Max Lift Thickness < 6
6
8
  
6
6
6
6
8
   
ATB Material Requirements
Hveem
Swell < 0.7 mm
            
Stability > 35
  
39
39
39
39
      
Marshall 50-blow
Flow 2 - 5 mm
            
Stability 4.4 kN
            
Marshall 75-blow
Flow 3 - 7.6 mm
            
Stability 10 kN
            
First lift thickness < 6 inches
  
4
4
2
4
   
2
4
4
Sub lift thickness < 4
  
2
4
2
2
   
2
2
4
PATB Material Requirements
            
< 2% Passing #200
            
2 - 2.5% Ashpalt Content
            
Roller type (Steel Wheel)
      
DOUBLE-DRUM VIBR.
Drainage Locations
3
3
3
3
3
3
1
1
1
1
1
1
Drainage Type
1
1
1
1
1
1
6
6
62
6
6
6
HMAC Binder Material Requirements
Marshall
75 blows
            
Min Stability
            
Flow 2 mm - 4 mm
            

New Mexico (35)
101102103104105106107108109110111112
Required Thickness
AC Surface
178
102
102
178
102
178
102
178
178
178
102
102
ATB
0
0
203
305
102
203
0
0
0
102
203
305
PATB
0
0
0
0
0
0
102
102
102
102
102
102
DGAB
203
305
0
0
102
102
102
203
305
0
0
0
L05B Thickness
AC Surface
168
107
119
191
 
178
 
183
188
185
109
112
ATB
0
0
183
282
102
203
0
0
0
117
193
297
PATB
0
0
0
0
0
0
102
107
114
94
94
79
DGAB
218
310
0
0
94
74
102
203
302
0
0
0
SPS Construction Thickeness
AC Surface
163
104
132
198
119
193
109
175
183
180
109
112
ATB
0
0
170
300
99
201
0
0
0
122
206
295
PATB
0
0
0
0
0
0
109
112
102
94
97
86
DGAB
218
310
0
0
94
74
102
203
302
0
0
0
Rod & Level
AC Surface
162
105
132
197
119
193
110
174
182
179
108
112
ATB
0
0
169
297
97
200
0
0
0
122
204
292
PATB
0
0
0
0
0
0
108
111
100
93
95
86
DGAB
201
308
0
0
95
73
101
202
299
0
0
0
Rod & Level Std Dev
AC Surface
21
16
6
5
12
8
15
7
9
6
5
7
ATB
  
13
25
9
14
   
6
7
12
PATB
      
7
7
10
8
12
10
DGAB
24
28
  
21
25
20
18
17
   
Rod & Level Min
AC Surface
81
81
124
185
102
170
94
157
163
165
89
97
ATB
0
0
140
193
79
157
0
0
0
109
193
269
PATB
0
0
0
0
0
0
91
89
79
76
76
64
DGAB
157
239
0
0
61
18
51
157
272
0
0
0
Rod & Level Max
AC Surface
201
150
155
208
170
211
152
185
203
196
119
124
ATB
0
0
203
338
119
234
0
0
0
135
218
318
PATB
0
0
0
0
0
0
122
122
119
112
124
109
DGAB
274
356
0
0
178
117
150
241
333
0
0
0
DGAB Material Requirements
< 50% Passing #4 Sieve
            
< 10 % Passing #200
            
LL < 25
            
PI < 4
            
Max Lift Thickness < 6
4
6
  
4
4
4
4
6
   
ATB Material Requirements
Hveem
Swell < 0.7 mm
            
Stability > 35
            
Marshall 50-blow
Flow 2 - 5 mm
            
Stability 4.4 kN
            
Marshall 75-blow
Flow 3 - 7.6 mm
  
2
2
2
2
   
2
2
2
Stability 10 kN
  
9
9
9
9
   
9
9
9
First lift thickness < 6 inches
  
3
3
2
3
   
2
3
3
Sub lift thickness < 4
            
PATB Material Requirements
            
< 2% Passing #200
        
2
   
2 - 2.5% Ashpalt Content
        
2
   
Roller type (Steel Wheel)
      
STEEL WHL TANDEEM
Drainage Locations
3
3
3
3
3
3
1
1
1
1
1
1
Drainage Type
1
1
1
1
1
1
6
6
6
6
6
6
HMAC Binder Material Requirements
Marshall
75 blows
            
Min Stability
            
Flow 2 mm - 4 mm
            

Ohio (35)
101102103104105106107108109110111112160
Required Thickness
AC Surface
178
102
102
178
102
178
102
178
178
178
102
102
 
ATB
0
0
203
305
102
203
0
0
0
102
203
305
 
PATB
0
0
0
0
0
0
102
102
102
102
102
102
 
DGAB
203
305
0
0
102
102
102
203
305
0
0
0
 
L05B Thickness
AC Surface
175
99
99
178
102
173
97
168
178
185
102
102
 
ATB
0
0
203
300
0
203
0
0
0
99
109
102
 
PATB
0
0
0
0
 
0
       
DGAB
203
300
0
0
102
99
104
203
305
0
0
0
 
SPS Construction Thickeness
AC Surface
175
99
99
178
102
173
97
168
178
185
102
102
 
ATB
0
0
203
300
94
201
0
0
0
94
198
300
 
PATB
0
0
0
0
0
0
99
102
99
99
109
102
 
DGAB
203
300
0
0
102
99
104
203
305
0
0
0
 
Rod & Level
AC Surface
173
99
97
177
101
172
97
166
177
185
103
99
 
ATB
0
0
205
298
95
200
0
0
0
93
198
299
 
PATB
0
0
0
0
0
0
100
103
99
100
109
102
 
DGAB
203
301
0
0
102
97
103
204
304
0
0
0
 
Rod & Level Std Dev
AC Surface
7
5
5
4
11
5
6
6
5
7
3
4
 
ATB
  
9
5
11
8
   
7
5
7
 
PATB
      
7
7
6
9
5
5
 
DGAB
6
8
  
8
8
7
8
6
    
Rod & Level Min
AC Surface
157
89
91
168
41
163
86
155
168
173
97
94
 
ATB
0
0
193
290
79
180
0
0
0
79
185
282
 
PATB
0
0
0
0
0
0
79
81
89
86
97
94
 
DGAB
188
287
0
0
89
71
91
180
287
0
0
0
 
Rod & Level Max
AC Surface
188
107
112
183
112
183
109
180
188
201
109
107
 
ATB
0
0
226
307
122
218
0
0
0
112
211
315
 
PATB
0
0
0
0
0
0
117
119
109
127
122
109
 
DGAB
216
315
0
0
119
112
119
216
318
0
0
0
 
DGAB Material Requirements
< 50% Passing #4 Sieve
             
< 10 % Passing #200
             
LL < 25
             
PI < 4
             
Max Lift Thickness < 6
10
8
  
7
7
7
10
8
    
ATB Material Requirements
Hveem
Swell < 0.7 mm
             
Stability > 35
             
Marshall 50-blow
Flow 2 - 5 mm
             
Stability 4.4 kN
             
Marshall 75-blow
Flow 3 - 7.6 mm
             
Stability 10 kN
             
First lift thickness < 6 inches
   
3
3
2
3
  
4
3
3
 
Sub lift thickness < 4
   
3
3
2
3
   
3
3
 
PATB Material Requirements
             
< 2% Passing #200
     
7
       
2 - 2.5% Ashpalt Content
     
6
 
2
2
 
5
  
Roller type (Steel Wheel)
      
STEEL WHL TANDEEM
Drainage Locations
3
3
 
3
3
3
1
1
1
1
1
1
 
Drainage Type
1
1
 
1
1
1
6
6
6
6
6
6
 
HMAC Binder Material Requirements
Marshall
75 blows
             
Min Stability
             
Flow 2 mm - 4 mm
             

Oklahoma (40)
113114115116117118119120121122123124160
Required Thickness
AC Surface
102
178
178
102
178
102
178
102
102
102
178
178
 
ATB
0
0
203
305
102
203
0
0
0
102
203
305
 
PATB
0
0
0
0
0
0
102
102
102
102
102
102
 
DGAB
203
305
0
0
102
102
102
203
305
0
0
0
 
L05B Thickness
AC Surface
             
ATB
             
PATB
             
DGAB
             
SPS Construction Thickeness
AC Surface
117
175
198
99
206
114
196
130
99
109
180
183
 
ATB
0
0
221
305
107
213
0
0
0
109
206
277
 
PATB
0
0
0
0
0
0
102
127
124
122
97
109
 
DGAB
201
287
0
0
102
91
109
196
282
0
0
0
 
Rod & Level
AC Surface
117
194
196
100
205
112
196
129
98
108
180
183
 
ATB
0
0
222
304
108
213
0
0
0
110
205
278
 
PATB
0
0
0
0
0
0
102
126
124
121
98
110
 
DGAB
201
287
0
0
101
92
108
196
282
0
0
0
 
Rod & Level Std Dev
AC Surface
8
9
8
11
8
6
14
9
8
11
7
18
 
ATB
  
7
35
6
17
   
14
12
9
 
PATB
      
9
8
5
20
9
10
 
DGAB
9
14
  
18
10
9
17
12
    
Rod & Level Min
AC Surface
97
170
180
76
188
94
163
112
76
81
170
150
 
ATB
0
0
208
71
94
173
0
0
0
81
180
264
 
PATB
0
0
0
0
0
0
96
109
109
84
76
84
 
DGAB
183
262
0
0
74
71
89
165
246
0
0
0
 
Rod & Level Max
AC Surface
135
211
211
117
224
124
218
150
114
124
196
224
 
ATB
0
0
241
335
117
239
0
0
0
142
229
302
 
PATB
0
0
0
0
0
0
124
17
135
178
119
130
 
DGAB
218
318
0
0
145
112
124
241
300
0
0
0
 
DGAB Material Requirements
< 50% Passing #4 Sieve
             
< 10 % Passing #200
             
LL < 25
             
PI < 4
             
Max Lift Thickness < 6
4
6
  
4
4
4
4
6
    
ATB Material Requirements
Hveem
Swell < 0.7 mm
             
Stability > 35
             
Marshall 50-blow
Flow 2 - 5 mm
             
Stability 4.4 kN
             
Marshall 75-blow
Flow 3 - 7.6 mm
             
Stability 10 kN
             
First lift thickness < 6 inches
  
3
6
4
3
   
4
4
6
 
Sub lift thickness < 4
  
3
6
 
3
    
4
6
 
PATB Material Requirements
             
< 2% Passing #200
      
3
  
1
2
  
2 - 2.5% Ashpalt Content
      
3
  
2
2
  
Roller type (Steel Wheel)
      STEEL WHL TANDEM
Drainage Locations
3
3
3
3
3
3
1
1
1
1
1
1
 
Drainage Type
1
1
1
1
1
1
2
2
2
6
6
6
 
HMAC Binder Material Requirements
Marshall
75 blows
75
75
75
75
75
75
75
75
75
75
75
75
 
Min Stability
8
8
8
8
8
8
8
8
8
8
8
8
 
Flow 2 mm - 4 mm
2
2
2
2
2
2
2
2
2
2
2
2
 

 

Texas (48)
113114115116117118119120121122123160161162163164165166167
Required Thickness
AC Surface
102
178
178
102
178
102
178
102
102
102
178
178
       
ATB
0
0
203
305
102
203
0
0
0
102
203
305
       
PATB
0
0
0
0
0
0
102
102
102
102
102
102
       
DGAB
203
305
0
0
102
102
102
203
305
0
0
0
       
L05B Thickness
AC Surface
97
165
180
137
206
117
183
112
91
107
170
183
       
ATB
0
0
201
274
107
234
0
0
0
94
198
274
       
PATB
0
0
0
0
0
0
89
102
94
122
112
107
       
DGAB
198
312
0
0
66
43
104
188
300
0
0
0
       
SPS Construction Thickeness
AC Surface
                   
ATB
                   
PATB
                   
DGAB
                   
Rod & Level
AC Surface
                   
ATB
                   
PATB
                   
DGAB
                   
Rod & Level Std Dev
AC Surface
                   
ATB
                   
PATB
                   
DGAB
                   
Rod & Level Min
AC Surface
                   
ATB
                   
PATB
                   
DGAB
                   
Rod & Level Max
AC Surface
                   
ATB
                   
PATB
                   
DGAB
                   
DGAB Material Requirements
< 50% Passing #4 Sieve
                   
< 10 % Passing #200
                   
LL < 25
                   
PI < 4
                   
Max Lift Thickness < 6
5
5
  
4
4
5
5
5
          
ATB Material Requirements
Hveem
Swell < 0.7 mm
                   
Stability > 35
                   
Marshall 50-blow
Flow 2 - 5 mm
                   
Stability 4.4 kN
                   
Marshall 75-blow
Flow 3 - 7.6 mm
                   
Stability 10 kN
                   
First lift thickness < 6 inches
  
3
3
2
3
   
3
3
3
       
Sub lift thickness < 4
  
3
3
2
3
   
2
3
3
       
PATB Material Requirements
                   
< 2% Passing #200
                   
2 - 2.5% Ashpalt Content
                   
Roller type (Steel Wheel)
      
PNEUMATIC TIRED
       
Drainage Locations
3
3
3
3
3
3
1
1
1
1
1
1
       
Drainage Type
1
1
1
1
1
1
6
6
6
6
6
6
       
HMAC Binder Material Requirements
Marshall
75 blows
                   
Min Stability
                   
Flow 2 mm - 4 mm
                   

Virginia (51)
113114115116117118119120121122123124159
Required Thickness
AC Surface
102
178
178
102
178
102
178
102
102
102
178
178
 
ATB
0
0
203
305
102
203
0
0
0
102
203
305
 
PATB
0
0
0
0
0
0
102
102
102
102
102
102
 
DGAB
203
305
0
0
102
102
102
203
305
0
0
0
 
L05B Thickness
AC Surface
102
 
163
114
168
104
163
104
94
99
165
160
 
ATB
0
0
218
315
102
203
0
0
0
99
206
318
 
PATB
0
0
0
0
0
0
112
109
109
99
104
86
 
DGAB
201
302
0
0
99
86
99
198
318
0
0
0
 
SPS Construction Thickeness
AC Surface
102
173
163
114
168
104
163
104
94
99
165
160
 
ATB
0
0
218
315
102
203
0
0
0
99
206
318
 
PATB
0
0
0
0
0
0
112
109
109
99
104
86
 
DGAB
201
302
0
0
99
86
99
198
318
0
0
0
 
Rod & Level
AC Surface
58
105
114
73
125
61
126
72
54
55
122
119
 
ATB
0
0
218
315
102
204
0
0
0
98
205
317
 
PATB
0
0
0
0
0
0
113
110
109
100
105
86
 
DGAB
201
303
0
0
98
87
100
199
317
0
0
0
 
Rod & Level Std Dev
AC Surface
12
10
12
9
12
8
11
5
12
9
12
10
 
ATB
  
9
11
8
11
   
10
8
15
 
PATB
      
8
11
7
8
11
22
 
DGAB
9
13
  
10
12
13
17
13
    
Rod & Level Min
AC Surface
28
79
81
33
97
41
104
56
33
36
89
94
 
ATB
0
0
201
290
86
178
0
0
0
79
185
277
 
PATB
0
0
0
0
0
0
102
91
89
81
81
5
 
DGAB
185
269
0
0
66
61
61
157
287
0
0
0
 
Rod & Level Max
AC Surface
94
124
137
91
147
74
152
86
74
74
142
142
 
ATB
0
0
241
335
122
226
0
0
0
124
224
340
 
PATB
0
0
0
0
0
0
137
147
127
119
122
117
 
DGAB
218
333
0
0
119
117
119
257
368
0
0
0
 
DGAB Material Requirements
< 50% Passing #4 Sieve
    
51
  
50
47
    
< 10 % Passing #200
    
11
  
12
10
    
LL < 25
             
PI < 4
             
Max Lift Thickness < 6
5
5
  
5
5
5
5
5
    
ATB Material Requirements
Hveem
Swell < 0.7 mm
             
Stability > 35
             
Marshall 50-blow
Flow 2 - 5 mm
             
Stability 4.4 kN
             
Marshall 75-blow
Flow 3 - 7.6 mm
             
Stability 10 kN
             
First lift thickness < 6 inches
  
4
4
4
4
   
4
4
4
 
Sub lift thickness < 4
  
5
4
 
4
    
4
5
 
PATB Material Requirements
             
< 2% Passing #200
        
4
    
2 - 2.5% Ashpalt Content
             
Roller type (Steel Wheel)
      
STEEL WHL TANDEM
Drainage Locations
3
3
3
3
3
3
1
1
1
1
1
1
 
Drainage Type
1
1
1
1
1
1
6
6
6
6
6
6
 
HMAC Binder Material Requirements
Marshall
75 blows
75
75
75
75
75
75
75
75
75
75
75
75
 
Min Stability
             
Flow 2 mm - 4 mm
             

Wisconsin (55)
113114115116117118119120121122123124
Required Thickness
AC Surface
102
178
178
102
178
102
178
102
102
102
178
178
ATB
0
0
203
305
102
203
0
0
0
102
203
305
PATB
0
0
0
0
0
0
102
102
102
102
102
102
DGAB
203
305
0
0
102
102
102
203
305
0
0
0
L05B Thickness
AC Surface
            
ATB
            
PATB
            
DGAB
            
SPS Construction Thickeness
AC Surface
104
178
178
104
    
104
 
178
178
ATB
0
0
203
305
    
0
 
203
305
PATB
0
0
0
0
    
102
 
102
102
DGAB
203
305
46
20
    
305
 
0
0
Rod & Level
AC Surface
            
ATB
            
PATB
            
DGAB
            
Rod & Level Std Dev
AC Surface
            
ATB
            
PATB
            
DGAB
            
Rod & Level Min
AC Surface
            
ATB
            
PATB
            
DGAB
            
Rod & Level Max
AC Surface
            
ATB
            
PATB
            
DGAB
            
DGAB Material Requirements
< 50% Passing #4 Sieve
            
< 10 % Passing #200
            
LL < 25
            
PI < 4
            
Max Lift Thickness < 6
            
ATB Material Requirements
Hveem
Swell < 0.7 mm
            
Stability > 35
            
Marshall 50-blow
Flow 2 - 5 mm
            
Stability 4.4 kN
            
Marshall 75-blow
Flow 3 - 7.6 mm
            
Stability 10 kN
            
First lift thickness < 6 inches
            
Sub lift thickness < 4
            
PATB Material Requirements
            
< 2% Passing #200
      
6
     
2 - 2.5% Ashpalt Content
      
5
     
Roller type (Steel Wheel)
            
Drainage Locations
3
3
3
3
3
3
1
1
1
   
Drainage Type
1
1
1
1
1
1
2
2
2
   
HMAC Binder Material Requirements
Marshall
75 blows
            
Min Stability
            
Flow 2 mm - 4 mm
            

 


The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT).
The Federal Highway Administration (FHWA) is a part of the U.S. Department of Transportation and is headquartered in Washington, D.C., with field offices across the United States. is a major agency of the U.S. Department of Transportation (DOT). Provide leadership and technology for the delivery of long life pavements that meet our customers needs and are safe, cost effective, and can be effectively maintained. Federal Highway Administration's (FHWA) R&T Web site portal, which provides access to or information about the Agency’s R&T program, projects, partnerships, publications, and results.
FHWA
United States Department of Transportation - Federal Highway Administration