Page 1
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6 / 1
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6 / 2
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6 / 3
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6 / 4
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6 / 5
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6 / 6
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6 / 7
13
96
6 / 8
13
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6 / 9
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6 / 1
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6 / 1
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6 / 1
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6 / 1
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6 / 1
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7 / 0
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7 / 1
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7 / 2
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7 / 3
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7 / 4
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7 / 5
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7 / 6
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7 / 7
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7 / 8
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7 / 9
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7 / 1
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7 / 1
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7 / 1
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7 / 1
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7 / 1
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8 / 0
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8 / 1
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8 / 2
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8 / 3
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8 / 4
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8 / 5
13
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8 / 6
13
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8 / 7
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8 / 8
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8 / 9
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8 / 1
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8 / 1
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8 / 1
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8 / 1
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8 / 1
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9 / 0
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70
9 / 1
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9 / 2
13
68
9 / 3
13
68
9 / 4
13
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9 / 5
13
66
9 / 6
13
65
9 / 7
13
64
9 / 8
13
63
9 / 9
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9 / 1
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9 / 1
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9 / 1
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60
9 / 1
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59
9 / 1
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9 / 1
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10 /
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10 /
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10 /
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10 /
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10
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10
/ 11
13
41
10 /
12
1340
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13
39
10 /
14
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10
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13
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11 /
0 13
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11 /
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11 /
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11
/ 11
13
21
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12
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11
/ 13
13
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14
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11
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13
16
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12 /
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12
/ 11
13
01
12 /
12
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12
/ 13
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12 /
14
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12
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13 /
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13 /
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13 /
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13
/ 11
12
76
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13
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12
73
13 /
14
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13
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12
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14 /
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14
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14
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14
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33
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32
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8 12
30
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9 12
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10
1227
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/ 11
12
25
15 /
12
1223
15
/ 13
12
22
15 /
14
1220
15
/ 15
12
18
16 /
0 12
17
16 /
1 12
15
16 /
2 12
13
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3 12
12
16 /
4 12
10
16 /
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16 /
6 12
07
16 /
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05
16 /
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16 /
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02
16 /
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16
/ 11
11
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16 /
12
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16
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16 /
14
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16
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17 /
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17 /
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2 11
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3 11
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5 11
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17 /
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17 /
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Page 2
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/ 8
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11
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11
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11
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17
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17 /
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18
/ 0
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18
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18 /
11
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18
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11
40
18 /
15
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19
/ 0
11
37
19 /
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19 /
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19 /
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19 /
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19
/ 11
11
18
19 /
12
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19
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11
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19 /
14
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19
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20
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20
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20
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1107
20
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1105
20
/ 4
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20
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1102
20
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1100
20
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20
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20
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20
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10
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20 /
11
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20
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20
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20 /
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21
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21
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21
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21
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21
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21
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21
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21 /
11
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21
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21 /
13
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21
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21 /
15
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22
/ 0
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22
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22
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10
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22 /
11
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10
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22 /
13
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10
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22 /
15
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23
/ 0
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23
/ 1
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23
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23
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23
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10
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23 /
11
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23
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10
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23 /
13
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14
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15
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24 /
0 92
3 24
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24 /
2 99
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24 /
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7 24
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24 /
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24 /
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24 /
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25 /
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25 /
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6 25
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25 /
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2 25
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25 /
8 94
8 25
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25 /
10
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25 /
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25 /
12
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25 /
13
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25 /
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25 /
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26 /
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3 26
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26 /
2 93
0 26
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26 /
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7 26
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26 /
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3 26
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26 /
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0 26
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26 /
10
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26 /
11
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26 /
12
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26 /
13
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14
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15
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27 /
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6 27
/ 3
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27 /
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27 /
6 88
8 27
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27 /
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27 /
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28 /
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0 28
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28 /
6 85
6 28
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28 /
8 85
2 28
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850
28 /
10
848
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11
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12
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13
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14
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15
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29 /
0 83
6 29
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29 /
2 83
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29 /
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8 29
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29 /
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29 /
8 82
0 29
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29 /
10
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29 /
11
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12
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13
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14
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15
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30 /
0 80
4 30
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30 /
2 80
0 30
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30 /
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6 30
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30 /
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2 30
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30 /
8 78
8 30
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30 /
10
784
30 /
11
782
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12
780
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13
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14
777
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31 /
0
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1 77
2 31
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770
31 /
3 76
8 31
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31 /
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31 /
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31 /
9 75
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0 31
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32 /
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32 /
10
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722
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626
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/ 1
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Page 3
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2 48
/ 3
250
48 /
4 24
8 48
/ 5
2246
48
/ 6
244
48 /
7 24
2 48
/ 8
240
48 /
9 23
8 48
/ 10
23
7 48
/ 11
23
5 48
/ 12
23
3 48
/ 13
23
2 48
/ 14
23
0 48
/ 15
22
8 49
/ 0
227
49 /
1 22
5 49
/ 2
223
49 /
3 22
2 49
/ 4
220
49 /
5 21
8 49
/ 6
217
49 /
7 21
5 49
/ 8
213
49 /
9 21
2 49
/ 10
21
0 49
/ 11
20
8 49
/ 12
20
7 49
/ 13
20
5 49
/ 14
20
3 49
/ 15
20
2 50
/ 0
200
50 /
1 19
8 50
/ 2
197
50 /
3 19
5 50
/ 4
193
50 /
5 19
2 50
/ 6
190
50 /
7 18
8 50
/ 8
187
50 /
9 18
5 50
/ 10
18
3 50
/ 11
18
2 50
/ 12
18
0 50
/ 13
17
9 50
/ 14
17
7 50
/ 15
17
6 51
/ 0
17
4 51
/ 1
173
51 /
2 17
1 51
/ 3
170
51 /
4 16
9 51
/ 5
167
51 /
6 16
6 51
/ 7
164
51 /
8 16
3 51
/ 9
161
51 /
10
160
51 /
11
159
51 /
12
157
51 /
13
156
51 /
14
154
51/ 1
5 15
3 52
/ 0
151
52 /
1 15
0 52
/ 2
149
52 /
3 14
7 52
/ 4
146
52 /
5 14
4 52
/ 6
143
52 /
7 14
1 52
/ 8
140
52 /
9 13
9 52
/ 10
13
8 52
/ 11
13
6 52
/ 12
13
5 52
/ 13
13
4 52
/ 14
13
3 52
/ 15
13
1 53
/ 0
130
53 /
1 12
9 53
/ 2
128
53 /
3 12
6 53
/ 4
125
53 /
5 12
4 53
/ 6
123
53 /
7 12
1 53
/ 8
120
53 /
9 11
8 53
/ 10
11
6 53
/ 11
11
4 53
/ 12
11
2 53
/ 13
11
0 53
/ 14
10
8 53
/ 15
10
6 54
/ 0
104
54 /
1 10
2 54
/ 2
100
54 /
3 98
54
/ 4
97
54 /
5 95
54
/ 6
93
54 /
7 92
54
/ 8
90
54 /
9 89
54
/ 10
88
54
/ 11
86
54
/ 12
85
54
/ 13
84
54
/ 14
83
54
/ 15
81
55
/ 0
80
55 /
1 79
55
/ 2
78
55 /
3 78
55
/ 4
77
55 /
5 76
55
/ 6
75
55 /
7 74
55
/ 8
73
55 /
9 73
55
/ 10
72
55
/ 11
71
55
/ 12
70
55
/ 13
68
55
/ 14
67
55
/ 15
65
56
/ 0
63
56 /
1 62
56
/ 2
60
56 /
3 59
56
/ 4
58
56 /
5 57
56
/ 6
56
56 /
7 55
56
/ 8
54
56 /
9 53
56
/ 10
52
56
/ 11
51
56
/ 12
50
56
/ 13
39
56
/ 14
48
56
/ 15
48
57
/ 0
47
57 /
1 46
57
/ 2
45
57 /
3 44
57
/ 4
43
57 /
5 43
57
/ 6
42
57 /
7 41
57
/ 8
40
57 /
9 39
57
/ 10
38
57
/ 11
37
57
/ 12
36
57
/ 13
35
57
/ 14
34
57
/ 15
33
58
/ 0
32
58 /
1 31
58
/ 2
30
58 /
3 29
58
/ 4
29
58 /
5 28
58
/ 6
28
58 /
7 27
58
/ 8
27
58 /
9 26
58
/ 10
26
58
/ 11
25
58
/ 12
24
58
/ 13
24
58
/ 14
23
58
/ 15
23
59
/ 0
22
59 /
1 22
59
/ 2
21
59 /
3 20
59
/ 4
20
59 /
5 20
59
/ 6
19
59 /
7 19
59
/ 8
18
59 /
9 18
59
/ 10
17
59
/ 11
17
59
/ 12
17
59
/ 13
16
59
/ 14
16
59
/ 15
15
60
/ 0
15
60 /
1 15
60
/ 2
14
60 /
3 14
60
/ 4
13
60 /
5 13
60
/ 6
12
60 /
7 12
60
/ 8
12
60 /
9 11
60
/ 10
11
60
/ 11
10
60
/ 12
10
60
/ 13
60 /
14
60
/ 15
Page 4
Correction Factors for Emulsified Asphalts (K= 0.00025) Temp. Corr. Temp. Corr. Temp. Corr. Temp. Corr. Temp. Corr.
1 1.0150 51 1.0023 101 0.9899 151 0.9778 201 0.9660 2 1.0147 52 1.0020 102 0.9896 152 0.9775 202 0.9657 3 1.0145 53 1.0018 103 0.9894 153 0.9773 203 0.9655 4 1.0142 54 1.0015 104 0.9891 154 0.9770 204 0.9653 5 1.0139 55 1.0013 105 0.9889 155 0.9768 205 0.9650 6 1.0137 56 1.0010 106 0.9886 156 0.9766 206 0.9648 7 1.0134 57 1.0008 107 0.9884 157 0.9763 207 0.9646 8 1.0132 58 1.0005 108 0.9881 158 0.9761 208 0.9643 9 1.0129 59 1.0003 109 0.9879 159 0.9758 209 0.9641
10 1.0127 60 1.0000 110 0.9877 160 0.9756 210 0.9639 11 1.0124 61 0.9998 111 0.9874 161 0.9754 211 0.9636 12 1.0121 62 0.9995 112 0.9872 162 0.9751 212 0.9634 13 1.0119 63 0.9993 113 0.9869 163 0.9749 213 0.9632 14 1.0116 64 0.9990 114 0.9867 164 0.9747 214 0.9629 15 1.0114 65 0.9988 115 0.9864 165 0.9744 215 0.9627 16 1.0111 66 0.9985 116 0.9862 166 0.9742 216 0.9625 17 1.0109 67 0.9983 117 0.9860 167 0.9739 217 0.9622 18 1.0106 68 0.9980 118 0.9857 168 0.9737 218 0.9620 19 1.0104 69 0.9978 119 0.9855 169 0.9738 219 0.9618 20 1.0101 70 0.9975 120 0.9852 170 0.9732 220 0.9615 21 1.0098 71 0.9973 121 0.9850 171 0.9730 221 0.9613 22 1.0096 72 0.9970 122 0.9847 172 0.9728 222 0.9611 23 1.0093 73 0.9968 123 0.9845 173 0.9725 223 0.9608 24 1.0091 74 0.9965 124 0.9843 174 0.9723 224 0.9606 25 1.0088 75 0.9963 125 0.9840 175 0.9721 225 0.9604 26 1.0086 76 0.9960 126 0.9838 176 0.9718 226 0.9602 27 1.0083 77 0.9958 127 0.9835 177 0.9716 227 0.9599 28 1.0081 78 0.9955 128 0.9833 178 0.9713 228 0.9597 29 1.0078 79 0.9953 129 0.9830 179 0.9711 229 0.9595 30 1.0076 80 0.9950 130 0.9828 180 0.9709 230 0.9592 31 1.0073 81 0.9948 131 0.9826 181 0.9706 231 0.9590 32 1.0070 82 0.9945 132 0.9823 182 0.9704 232 0.9588 33 1.0068 83 0.9943 133 0.9821 183 0.9702 233 0.9585 34 1.0065 84 0.9940 134 0.9818 184 0.9699 234 0.9583 35 1.0063 85 0.9938 135 0.9816 185 0.9697 235 0.9581 36 1.0060 86 0.9935 136 0.9814 186 0.9695 236 0.9579 37 1.0058 87 0.9933 137 0.9811 187 0.9692 237 0.9576 38 1.0055 88 0.9930 138 0.9809 188 0.9690 238 0.9574 39 1.0053 89 0.9928 139 0.9806 189 0.9688 239 0.9572 40 1.0050 90 0.9926 140 0.9804 190 0.9685 240 0.9569 41 1.0048 91 0.9923 141 0.9802 191 0.9683 241 0.9567 42 1.0045 92 0.9921 142 0.9799 192 0.9681 242 0.9565 43 1.0043 93 0.9918 143 0.9797 193 0.9678 243 0.9563 44 1.0040 94 0.9916 144 0.9794 194 0.9676 244 0.9560 45 1.0038 95 0.9913 145 0.9792 195 0.9674 245 0.9558 46 1.0035 96 0.9911 146 0.9790 196 0.9671 246 0.9556 47 1.0033 97 0.9908 147 0.9787 197 0.9669 247 0.9553 48 1.0030 98 0.9906 148 0.9785 198 0.9667 248 0.9551 49 1.0028 99 0.9903 149 0.9782 199 0.9664 249 0.9549 50 1.0025 100 0.9901 150 0.9780 200 0.9662 250 0.9547
Page 5
Correction Factors for Emulsified Asphalts (K= 0.00025)
Temp. Corr. Temp. Corr. Temp. Corr. Temp. Corr. Temp. Corr. 251 0.9544 301 0.9432 351 0.9322 401 0.9214 451 0.9110 252 0.9542 302 0.9430 352 0.9320 402 0.9212 452 0.9107 253 0.9540 303 0.9427 353 0.9317 403 0.9210 453 0.9105 254 0.9537 304 0.9425 354 0.9315 404 0.9208 454 0.9103 255 0.9535 305 0.9523 355 0.9313 405 0.9206 455 0.9101 256 0.9533 306 0.9421 356 0.9311 406 0.9204 456 0.9099 257 0.9531 307 039418 357 0.9309 407 0.9202 457 0.9097 258 0.9528 308 0.9416 358 0.9307 408 0.9200 458 0.9095 259 0.9526 309 0.9414 359 0.9304 409 0.9198 459 0.9093 260 0.9524 310 0.9412 360 0.9302 410 0.9195 460 0.9091 261 0.9522 311 0.9410 361 0.9300 411 0.9193 461 0.9089 262 0.9519 312 0.9407 362 0.9298 412 0.9191 462 0.9087 263 0.9517 313 0.9405 363 0.9296 413 0.9189 463 0.9085 264 0.9515 314 0.9403 364 0.9294 414 0.9187 464 0.9083 265 0.9512 315 0.9401 365 0.9292 415 0.9185 465 0.9081 266 0.9510 316 0.9398 366 0.9289 416 0.9183 466 0.9079 267 0.9508 317 0.9396 367 0.9287 417 0.9181 467 0.9076 268 0.9506 318 0.9394 368 0.9285 418 0.9179 468 0.9074 269 0.9503 319 0.9392 369 0.9283 419 0.9176 469 0.9072 270 0.9501 320 0.9390 370 0.9281 420 0.9174 470 0.9070 271 0.9499 321 0.9387 371 0.9279 421 0.9172 471 0.9068 272 0.9497 322 0.9385 372 0.9276 422 0.9170 472 0.9066 273 0.9494 323 0.9383 373 0.9274 423 0.9168 473 0.9064 274 0.9492 324 0.9381 374 0.9272 424 0.9166 474 0.9062 275 0.9490 325 0.9379 375 0.9270 425 0.9164 475 0.9060 276 0.9488 326 0.9376 376 0.9268 426 0.9162 476 0.9058 277 0.9485 327 0.9374 377 0.9266 427 0.9160 477 0.9056 278 0.9483 328 0.9372 378 0.9264 428 0.9158 478 0.9054 279 0.9481 329 0.9370 379 0.9261 429 0.9155 479 0.9052 280 0.9479 330 0.9368 380 0.9259 430 0.9153 480 0.9050 281 0.9476 331 0.9365 381 0.9257 431 0.9151 481 0.9048 282 0.9474 332 0.9363 382 0.9255 432 0.9149 482 0.9046 283 0.9472 333 0.9361 383 0.9253 433 0.9147 483 0.9044 284 0.9470 334 0.9359 384 0.9251 434 0.9145 484 0.9042 285 0.9467 335 0.9357 385 0.9249 435 0.9143 485 0.9040 286 0.9465 336 0.9355 386 0.9246 436 0.9141 486 0.9038 287 0.9463 337 0.9352 387 0.9244 437 0.9139 487 0.9035 288 0.9461 338 0.9350 388 0.9242 438 0.9137 488 0.9033 289 0.9459 339 0.9348 389 0.9240 439 0.9135 489 0.9031 290 0.9456 340 0.9346 390 0.9238 440 0.9132 490 0.9029 290 0.9454 341 0.9344 391 0.9236 441 0.9130 491 0.9027 292 0.9452 342 0.9341 392 0.9234 442 0.9128 492 0.9025 293 0.9450 343 0.9339 393 0.9231 443 0.9126 493 0.9023 294 0.9447 344 0.9337 394 0.9229 444 0.9124 494 0.9021 295 0.9445 345 0.9335 395 0.9227 445 0.9122 495 0.9019 296 0.9443 346 0.9333 396 0.9225 446 0.9120 496 0.9017 297 0.9441 347 0.9331 397 0.9223 447 0.9118 497 0.9015 298 0.9438 348 0.9328 398 0.9221 448 0.9116 498 0.9013 299 0.9436 349 0.9326 399 0.9219 449 0.9114 499 0.9011 300 0.9434 350 0.9324 400 0.9217 450 0.9112 500 0.9009
Page 6
Correction Factors for AC/ARB (K= 0.00035)
Temp. Corr. Temp. Corr. Temp. Corr. Temp. Corr. Temp. Corr. 1 1.0211 51 1.0032 101 0.9859 151 0.9691 201 0.9530 2 1.0207 52 1.0028 102 0.9855 152 0.9688 202 0.9527 3 1.0204 53 1.0025 103 0.9852 153 0.9685 203 0.9523 4 1.0200 54 1.0021 104 0.9848 154 0.9681 204 0.9520 5 1.0196 55 1.0018 105 0.9845 155 0.9678 205 0.9517 6 1.0193 56 1.0014 106 0.9842 156 0.9675 206 0.9514 7 1.0189 57 1.0011 107 0.9838 157 0.9672 207 0.9511 8 1.0185 58 1.0007 108 0.9835 158 0.9668 208 0.9508 9 1.0182 59 1.0004 109 0.9831 159 0.9665 209 0.9504
10 1.0178 60 1.0000 110 0.9828 160 0.9662 210 0.9501 11 1.0174 61 0.9997 111 0.9825 161 0.9659 211 0.9498 12 1.0171 62 0.9993 112 0.9821 162 0.9655 212 0.9495 13 1.0167 63 0.9990 113 0.9818 163 0.9652 213 0.9492 14 1.0164 64 0.9986 114 0.9815 164 0.9649 214 0.9489 15 1.0160 65 0.9983 115 0.9811 165 0.9646 215 0.9485 16 1.0156 66 0.9979 116 0.9808 166 0.9642 216 0.9482 17 1.0153 67 0.9976 117 0.9804 167 0.9639 217 0.9479 18 1.0149 68 0.9972 118 0.9801 168 0.9636 218 0.9476 19 1.0146 69 0.9969 119 0.9798 169 0.9633 219 0.9473 20 1.0142 70 0.9965 120 0.9794 170 0.9629 220 0.9470 21 1.0138 71 0.9962 121 0.9791 171 0.9626 221 0.9467 22 1.0135 72 0.9958 122 0.9788 172 0.9623 222 0.9463 23 1.0131 73 0.9955 123 0.9784 173 0.9620 223 0.9460 24 1.0128 74 0.9951 124 0.9781 174 0.9616 224 0.9457 25 1.0124 75 0.9948 125 0.9778 175 0.9613 225 0.9454 26 1.0120 76 0.9944 126 0.9774 176 0.9610 226 0.9451 27 1.0117 77 0.9941 127 0.9771 177 0.9607 227 0.9448 28 1.0113 78 0.9937 128 0.9768 178 0.9603 228 0.9445 29 1.0110 79 0.9934 129 0.9764 179 0.9600 229 0.9442 30 1.0106 80 0.9930 130 0.9761 180 0.9597 230 0.9438 31 1.0103 81 0.9927 131 0.9758 181 0.9594 231 0.9435 32 1.0099 82 0.9924 132 0.9754 182 0.9590 232 0.9432 33 1.0095 83 0.9920 133 0.9751 183 0.9587 233 0.9429 34 1.0092 84 0.9917 134 0.9748 184 0.9584 234 0.9426 35 1.0088 85 0.9913 135 0.9744 185 0.9581 235 0.9423 36 1.0085 86 0.9910 136 0.9741 186 0.9578 236 0.9420 37 1.0081 87 0.9906 137 0.9738 187 0.9574 237 0.9417 38 1.0078 88 0.9903 138 0.9734 188 0.9571 238 0.9414 39 1.0074 89 0.9900 139 0.9731 189 0.9568 239 0.9410 40 1.0070 90 0.9896 140 0.9728 190 0.9565 240 0.9407 41 1.0067 91 0.9893 141 0.9724 191 0.9562 241 0.9404 42 1.0063 92 0.9889 142 0.9721 192 0.9558 242 0.9401 43 1.0060 93 0.9886 143 0.9718 193 0.9555 243 0.9398 44 1.0056 94 0.9882 144 0.9714 194 0.9552 244 0.9395 45 1.0053 95 0.9879 145 0.9711 195 0.9549 245 0.9392 46 1.0049 96 0.9876 146 0.9708 196 0.9546 246 0.9389 47 1.0046 97 0.9872 147 0.9705 197 0.9542 247 0.9386 48 1.0042 98 0.9869 148 0.9701 198 0.9539 248 0.9383 49 1.0039 99 0.9865 149 0.9698 199 0.9536 249 0.9380 50 1.0035 100 0.9862 150 0.9695 200 0.9533 250 0.9376
Page 7
Correction Factors for AC/ARB (K= 0.00035)
Temp. Corr. Temp. Corr. Temp. Corr. Temp. Corr. Temp. Corr. 251 0.9373 301 0.9222 351 0.9076 401 0.8934 451 0.8796 252 0.9370 302 0.9219 352 0.9073 402 0.8931 452 0.8794 253 0.9367 303 0.9216 353 0.9070 403 0.8928 453 0.8791 254 0.9364 304 0.9213 354 0.9067 404 0.8925 454 0.8788 255 0.9361 305 0.9210 355 0.9064 405 0.8923 455 0.8785 256 0.9358 306 0.9207 356 0.9061 406 0.8920 456 0.8783 257 0.9355 307 0.9204 357 0.9058 407 0.8917 457 0.8780 258 0.9352 308 0.9201 358 0.9056 408 0.8914 458 0.8777 259 0.9349 309 0.9198 359 0.9053 409 0.8911 459 0.8775 260 0.9346 310 0.9195 360 0.9050 410 0.8909 460 0.8772 261 0.9343 311 0.9192 361 0.9047 411 0.8906 461 0.8769 262 0.9340 312 0.9189 362 0.9044 412 0.8903 462 0.8767 263 0.9337 313 0.9187 363 0.9041 413 0.8900 463 0.8764 264 0.9334 314 0.9184 364 0.9038 414 0.8898 464 0.8761 265 0.9331 315 0.9181 365 0.9035 415 0.8895 465 0.8758 266 0.9327 316 0.9178 366 0.9033 416 0.8892 466 0.8756 267 0.9324 317 0.9175 367 0.9030 417 0.8889 467 0.8753 268 0.9321 318 0.9172 368 0.9027 418 0.8887 468 0.8750 269 0.9318 319 0.9169 369 0.9024 419 0.8884 469 0.8748 270 0.9315 320 0.9166 370 0.9021 420 0.8881 470 0.8745 271 0.9312 321 0.9163 371 0.9018 421 0.8878 471 0.8742 272 0.9309 322 0.9160 372 0.9016 422 0.8875 472 0.8740 273 0.9306 323 0.9157 373 0.9013 423 0.8873 473 0.8737 274 0.9303 324 0.9154 374 0.9010 424 0.8870 474 0.8734 275 0.9300 325 0.9151 375 0.9007 425 0.8867 475 0.8732 276 0.9297 326 0.9148 376 0.9004 426 0.8864 476 0.8729 277 0.9294 327 0.9145 377 0.9001 427 0.8862 477 0.8726 278 0.9291 328 0.9142 378 0.8998 428 0.8859 478 0.8724 279 0.9288 329 0.9140 379 0.8996 429 0.8856 479 0.8721 280 0.9285 330 0.9137 380 0.8993 430 0.8853 480 0.8718 281 0.9282 331 0.9134 381 0.8990 431 0.8851 481 0.8716 282 0.9279 332 0.9131 382 0.8987 432 0.8848 482 0.8713 283 0.9276 333 0.9128 383 0.8984 433 0.8845 483 0.8710 284 0.9273 334 0.9125 384 0.8982 434 0.8843 484 0.8708 285 0.9270 335 0.9122 385 0.8979 435 0.8840 485 0.8705 286 0.9267 336 0.9119 386 0.8976 436 0.8837 486 0.8702 287 0.9264 337 0.9116 387 0.8973 437 0.8834 487 0.8700 288 0.9261 338 0.9113 388 0.8970 438 0.8832 488 0.8697 289 0.9258 339 0.9110 389 0.8967 439 0.8829 489 0.8695 290 0.9255 340 0.9107 390 0.8965 440 0.8826 490 0.8692 291 0.9252 341 0.9105 391 0.8962 441 0.8823 491 0.8689 292 0.9249 342 0.9102 392 0.8959 442 0.8821 492 0.8687 293 0.9246 343 0.9099 393 0.8956 443 0.8818 493 0.8684 294 0.9243 344 0.9096 394 0.8963 444 0.8815 494 0.8681 295 0.9240 345 0.9093 395 0.8951 445 0.8813 495 0.8679 296 0.9237 346 0.9090 396 0.8948 446 0.8810 496 0.8676 297 0.9234 347 0.9087 397 0.8945 447 0.8807 497 0.8673 298 0.9231 348 0.9084 398 0.8942 448 0.8804 498 0.8671 299 0.9228 349 0.9081 399 0.8939 449 0.8802 499 0.8668 300 0.9225 350 0.9079 400 0.8937 450 0.8799 500 0.8666
Page 8
RANDOM NUMBERS FOR DENSITY TESTING (UNITS ARE IN FEET)
Column 1 Column 2 Column 3 Column 4 Column 5 Column 6 Column 7 No. Loc. No. Loc. No. Loc. No. Loc. No. Loc. No. Loc. No. Loc.
Group A 1 408 1 807 1 175 1 327 1 525 1 275 1 867 2 1575 2 1208 2 1698 2 1462 2 1763 2 1297 2 1337 3 2945 3 2213 3 2493 3 2748 3 2218 3 2993 3 2122 4 3662 4 3188 4 3838 4 3843 4 3903 4 3410 4 3818 5 4778 5 4048 5 4977 5 4422 5 4488 5 4352 5 4853 6 5464 6 5767 6 5361 6 5972 6 5434 6 5777 6 5748 7 6256 7 6554 7 6323 7 6742 7 6240 7 6730 7 6756
Group B 1 310 1 105 1 310 1 487 1 410 1 277 1 602 2 1260 2 1245 2 1138 2 1708 2 1167 2 1803 2 1780 3 2208 3 2467 3 2408 3 2497 3 2652 3 2807 3 2915 4 3787 4 3473 4 3973 4 3708 4 3912 4 3388 4 3562 5 4818 5 4492 5 4052 5 4102 5 4843 5 4100 5 4612 6 5985 6 5663 6 5117 6 5514 6 5433 6 5279 6 5325 7 6028 7 6129 7 6092 7 6887 7 6310 7 6624 7 6385
Group C 1 202 1 377 1 317 1 713 1 282 1 618 1 287 2 1632 2 1728 2 1352 2 1883 2 1562 2 1918 2 1028 3 2507 3 2498 3 2323 3 2452 3 2395 3 2487 3 2178 4 3895 4 3430 4 3255 4 3112 4 3370 4 3258 4 3532 5 4033 5 4248 5 4903 5 4593 5 4438 5 4515 5 4393 6 5333 6 5972 6 5593 6 5782 6 5475 6 5270 6 5847 7 6215 7 6206 7 6553 7 6436 7 6403 7 6598 7 6434
Group D 1 203 1 753 1 445 1 952 1 858 1 712 1 222 2 1262 2 1073 2 1625 2 1692 2 1023 2 1370 2 1837 3 2592 3 2102 3 2087 3 2088 3 2668 3 2842 3 2112 4 3212 4 3512 4 3702 4 3285 4 3975 4 3778 4 3437 5 4610 5 4603 5 4370 5 4782 5 4970 5 4168 5 4143 6 5923 6 5066 6 5086 6 5301 6 5010 6 5969 6 5090 7 6179 7 6928 7 6845 7 6285 7 6874 7 6163 7 6935
Group E 1 102 1 318 1 13 1 628 1 472 1 97 1 753 2 1692 2 1878 2 1817 2 1404 2 1453 2 1232 2 1208 3 2128 3 2592 3 2198 3 2720 3 2803 3 2567 3 2738 4 3177 4 3653 4 3105 4 3132 4 3060 4 3138 4 3467 5 4272 5 4938 5 4062 5 4503 5 4828 5 4472 5 4978 6 5605 6 5018 6 5352 6 5316 6 5524 6 5662 6 5754 7 6774 7 6153 7 6368 7 6849 7 6592 7 6899 7 6399
Group F 1 912 1 187 1 240 1 830 1 73 1 312 1 673 2 1652 2 1438 2 1543 2 1620 2 1935 2 1650 2 1765 3 2920 3 2178 3 2968 3 2127 3 2193 3 2637 3 2263 4 3233 4 3262 4 3062 4 3927 4 3263 4 3133 4 3235 5 4158 5 4302 5 4037 5 4333 5 4737 5 4030 5 4758 6 5467 6 5572 6 5650 6 5890 6 5292 6 5542 6 5038 7 6330 7 6046 7 6645 7 6450 7 6766 7 6074 7 6990
Page 9
Copy of Memorandum Date: July 19, 1999 To: Steve J. Benak, District Construction Engineer From: Frank M. Kreis, District Bituminous Engineer Copies: Philip Gainer, Aubrey Graves, A. M. Cook, Jim Musselman Subject: Asphalt Rubber Membrane Interlayer (ARMI) The purpose of the memorandum is to document those construction techniques that will improve the quality of the ARMI. ARMI has been used extensively in the district and has proven to be effective in controlling reflective cracking and serving as a moisture barrier.
Pre-Paving
• Discuss the placement of ARMI at the Pre-Paving conference, specifically addressing material certifications and samples; spread rate of the asphalt rubber binder; distance between the distributor and ship spreader; rolling; correction of defective areas.
• Notify the District Bituminous Engineer (DBE) in advance to allow us ten working days to sample and complete testing of the No. 6 stone.
• Contractor provides certifications to DBE for the ground tire rubber (gts), AC-20 asphalt cement and the asphalt rubber binder (ARB-20)
Construction
• Project Engineer establishes the application rate for the ARB-20 placed on:
Concrete surface 0.70 gal/SY Milled surface 0.65 gal/SY Severely cracked oxidized, brittle surface 0.70 – 0.75 gal/SY Newly placed leveling or overbuild 0.60 – 0.65 gal/SY
Adjust the application rate as necessary. Excessive Asphalt Rubber Binder or puddling will cause rutting and shoving.
• Maintain a minimum of 300 ft. between the application of the asphalt rubber binder and the application of the cover material. Lengthen this distance to eliminate pick-up. The hot mix asphalt will actually create the cohesion between the asphalt, crack relief stone and the asphalt rubber binder (ARB).
• Use paper or squeegee device where the contractor starts and stops the application of ARB. Puddling or excessive material will cause rutting.
• Require the contractor to have a spot crew to correct defective areas (fat spots, improperly covered spots with aggregate, excessive free aggregate).
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• Include a traffic roller with the steel wheel roller for the compaction effort of the asphaltic overlay.
• Project personnel should verify certifications and perform rotational viscosity test on each distributor load.
• Apply the asphalt rubber binder 3” to 6” wider than the width of hot mix overlay. • Crack relief aggregate should be free on contamination and excessive moisture. The
application rate of the crack relief aggregate should be set at the lower limit of the range established in 341-5.3. Adjust the application rate upward as required.
• If the contractor attempts to place loads in transit, which are caught in the rain, stop paving operations until the rain has stopped. Standing water or puddled water will significantly impact the cohesion of the ARMI with the asphalt overlay. North Florida aggregates are highly absorptive and are significantly affected by rain. (A traffic roller can be used to help dry the crack relief layer).
Post-Construction
• Contractor cores the asphalt overlay (nuclear density control strip) and project personnel
measures core thickness and checks cohesion of the overlay and ARMI. • Project personnel checks the spread rate of the asphalt overlay to ensure 1 ½” (150 lbs/yd2) to
2” (200 lbs/yd2), as required in the plans.
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