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Publication Number: FHWA-HRT-10-049
Date: August 2010

LTPP Specific Pavement Studies (SPS) Materials Action Plan Final Report

Appendix C. Material Data Gap Needs, MAP 2004 Plan

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The material status tables contained in this appendix represent data requirements identified in 2004 to fill data gaps defined by the MAP requirements. Some details associated with these counts are as follows:

Table 27. Material test needs to fill MAP data gaps for AC tests by project, project layer, and test.

State Code Project ID Project Layer Thickness AC03 AC04 AC07 AE03 AE05 AG01 AG02 AG04 AG05
Min Max Done Need Done Need Done Need Done Need Done Need Done Need Done Need Done Need Done Need
1 0100 I 2.2 6.6 0 3 0 3 4 0 0 3 0 3 0 3 0 3 0 3 0 3
1 0100 J 1.1 1.6 0 3 0 3 3 0 0 3 0 3 0 3 0 3 0 3 0 3
1 0500 E 2.2 2.6 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
1 0500 F 0 1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 0500 G 1.6 3.7 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
1 0500 H 1.1 2 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
1 0500 I 1 3.8 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
1 0500 J 1.4 2.1 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
1 0600 E 4 4.5 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
1 0600 F 2.2 7.4 0 3 0 3 1 2 0 3 0 3 0 3 0 3 0 3 0 3
1 0600 G 1.1 1.6 0 3 0 3 1 2 0 3 0 3 0 3 0 3 0 3 0 3
4 0100 H 3.9 8.5 4 0 4 0 7 0 4 0 4 0 4 0 5 0 5 0 0 3
4 0100 M 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0100 N 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0200 H 8.9 9.4 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 0 3
4 0500 D 1.7 4.3 3 0 5 0 0 3 5 0 5 0 0 3 0 3 5 0 0 3
4 0500 E 0 0.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0500 F 2.4 2.6 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
4 0500 G 1.3 4.7 3 0 3 0 4 0 3 0 3 0 3 0 3 0 3 0 0 3
4 0500 H 2.7 2.8 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
4 0500 I 2.4 4.8 3 0 3 0 1 2 3 0 3 0 3 0 3 0 3 0 0 3
4 0500 J 2.2 2.2 0 3 0 3 1 2 0 3 0 3 0 3 0 3 0 3 0 3
4 0600 G 2 8.4 3 0 3 0 0 3 3 0 3 0 3 0 3 0 3 0 0 3
4 0600 I 2 2.5 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
4 0600 J 0.3 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5 0100 G 2.4 5.5 6 0 6 0 4 0 9 0 9 0 6 0 6 0 6 0 0 3
5 0100 H 1.5 1.9 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 0 3
5 0800 G 1.2 1.5 3 0 3 0 0 3 3 0 3 0 3 0 3 0 3 0 0 3
5 0800 I 2.5 5.7 3 0 3 0 0 3 3 0 3 0 3 0 3 0 3 0 0 3
5 A600 D 1.5 4.7 3 0 4 0 0 3 4 0 3 0 4 0 5 0 4 0 0 3
5 A600 E 1.8 4.7 4 0 4 0 0 3 4 0 4 0 4 0 4 0 4 0 0 3
6 0500 G 1.2 4.3 0 3 0 3 1 2 0 3 0 3 0 3 0 3 0 3 0 3
6 0500 H 0 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6 0500 I 2.1 2.4 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
6 0500 J 1.8 6.5 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
6 0500 K 2 2.1 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
6 0500 M 0.3 0.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6 0500 N 3.6 4 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
6 0500 O 2 5.7 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
6 0500 P 2 2 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
6 0500 Q 0.7 0.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6 0500 R 1.8 1.8 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
6 0500 S 1.8 1.8 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
6 0500 T 0.3 0.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6 0500 U 4.2 4.2 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
6 0500 V 0.1 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6 0600 J 1.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6 0600 K 3 8.1 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
6 A800 C 3.9 6.8 3 0 3 0 0 3 6 0 6 0 3 0 3 0 3 0 3 0
8 0500 E 2.3 6.9 3 0 3 0 2 1 3 0 3 0 0 3 0 3 3 0 0 3
8 0500 F 0.6 1.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8 0500 G 2 2.8 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
8 0500 H 2.3 5.1 2 1 2 1 4 0 2 1 2 1 2 1 2 1 2 1 0 3
8 0500 I 2 2 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
8 0500 J 4.1 4.2 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
8 0500 K 1.7 5.1 2 1 2 1 4 0 2 1 2 1 2 1 2 1 2 1 0 3
8 0500 L 1.9 1.9 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
10 0100 I 2.5 6.2 0 3 5 0 5 0 5 0 4 0 5 0 5 0 5 0 5 0
10 0100 J 0.7 2 0 3 5 0 5 0 7 0 7 0 5 0 5 0 5 0 5 0
10 0100 K 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12 0100 H 1.9 5.2 3 0 3 0 6 0 4 0 3 0 4 0 3 0 3 0 0 3
12 0100 I 1.8 2.1 3 0 3 0 2 1 6 0 5 0 3 0 3 0 3 0 0 3
12 0500 D 0.3 2.3 0 3 0 3 1 2 0 3 0 3 0 3 0 3 0 3 0 3
12 0500 E 1.4 4.4 3 0 3 0 2 1 3 0 3 0 3 0 3 0 3 0 0 3
12 0500 F 2.6 3.1 0 3 0 3 1 2 0 3 0 3 0 3 0 3 0 3 0 3
12 0500 G 0.6 1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12 0500 H 1.3 4.5 3 0 3 0 0 3 3 0 3 0 3 0 3 0 3 0 0 3
12 0500 I 2.1 3.6 0 3 0 3 2 1 0 3 0 3 0 3 0 3 0 3 0 3
12 0500 J 0.8 1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12 0500 K 0 0 12 0 12 0 6 0 12 0 12 0 12 0 12 0 12 0 0 0
13 0500 D 0 2 3 0 3 0 4 0 3 0 3 0 0 3 0 3 3 0 0 3
13 0500 E 0 0.8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
13 0500 F 1 5 0 3 0 3 3 0 0 3 0 3 0 3 0 3 0 3 0 3
13 0500 G 1.2 2.2 0 3 0 3 3 0 0 3 0 3 0 3 0 3 0 3 0 3
13 0500 H 1.9 5.3 0 3 0 3 4 0 0 3 0 3 0 3 0 3 0 3 0 3
13 0500 I 1.1 2.3 0 3 0 3 4 0 0 3 0 3 0 3 0 3 0 3 0 3
13 0500 J 0.8 1.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
17 0600 G 1.6 6.5 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
17 0600 H 1.4 1.6 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
18 0600 D 2.5 7 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
18 0600 E 1 2 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
18 0600 F 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
19 0100 K 1.7 6 6 0 5 0 4 0 6 0 6 0 6 0 6 0 6 0 6 0
19 0100 L 1.5 2.5 0 3 0 3 4 0 0 3 0 3 0 3 0 3 0 3 0 3
19 0600 E 2 4 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
19 0600 F 1.8 4 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
22 0100 H 2.1 8.1 0 3 0 3 4 0 3 0 3 0 0 3 0 3 0 3 0 3
22 0100 I 1.2 1.9 0 3 0 3 1 2 0 3 0 3 0 3 0 3 0 3 0 3
23 0500 E 2.9 3.6 7 0 9 0 4 0 2 1 2 1 0 3 0 3 7 0 0 3
23 0500 F 2.7 3 7 0 9 0 2 1 2 1 2 1 0 3 0 3 7 0 0 3
23 0500 G 1 2.2 7 0 9 0 4 0 2 1 2 1 0 3 0 3 7 0 0 3
23 0500 H 0 0.6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
23 0500 I 1.3 2.1 2 1 2 1 0 3 3 0 3 0 2 1 2 1 2 1 0 3
23 0500 J 1.7 1.9 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 0 3
23 0500 K 3.2 3.5 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 0 3
23 0500 L 3 3.1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 0 3
23 0500 M 1.8 2.7 3 0 3 0 2 1 3 0 3 0 3 0 3 0 3 0 0 3
23 0500 N 1.9 3 3 0 3 0 2 1 3 0 3 0 3 0 3 0 3 0 0 3
24 0500 E 1.8 2.5 9 0 9 0 1 2 9 0 9 0 9 0 9 0 9 0 0 3
24 0500 F 1.2 1.9 9 0 9 0 1 2 9 0 9 0 9 0 9 0 9 0 0 3
24 0500 G 0 1.1 9 0 9 0 0 0 9 0 9 0 9 0 9 0 9 0 0 0
24 0500 I 4 4 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3

Table 27. Material test needs to fill MAP data gaps for AC tests by project, project layer, and test—Continued.

State Code Project ID Project Layer Thickness AC03 AC04 AC07 AE03 AE05 AG01 AG02 AG04 AG05
Min Max Done Need Done Need Done Need Done Need Done Need Done Need Done Need Done Need Done Need
24 0500 J 3 3.4 0 3 0 3 1 2 0 3 0 3 0 3 0 3 0 3 0 3
24 0500 K 2 2.8 2 1 2 1 0 3 2 1 2 1 0 3 0 3 2 1 0 3
24 0500 L 2.9 2.9 2 1 2 1 1 2 2 1 2 1 0 3 0 3 2 1 0 3
24 0500 M 2.9 2.9 2 1 2 1 1 2 1 2 1 2 2 1 2 1 2 1 0 3
24 0500 N 2 2 0 3 0 3 2 1 0 3 0 3 0 3 0 3 0 3 0 3
24 0500 O 2.9 2.9 2 1 2 1 1 2 1 2 1 2 2 1 2 1 2 1 0 3
24 0500 P 0.7 3.7 3 0 3 0 2 1 3 0 3 0 1 2 1 2 3 0 0 3
26 0100 H 2.4 3.2 10 0 13 0 1 2 13 0 13 0 10 0 10 0 13 0 10 0
26 0100 I 1.4 2.5 3 0 6 0 3 0 5 0 4 0 4 0 4 0 6 0 4 0
26 0100 J 1.5 1.9 0 3 0 3 3 0 0 3 0 3 0 3 0 3 0 3 0 3
27 0500 E 2.2 6.9 4 0 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
27 0500 F 0 2 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
27 0500 G 1.8 4.6 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
27 0500 H 2.6 4.7 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
27 0500 I 1.5 2 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
27 0500 J 1.5 1.9 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
28 0800 C 3 3 0 3 0 3 0 3 1 2 1 2 0 3 0 3 0 3 0 3
28 0800 D 2 2 3 0 3 0 0 3 4 0 4 0 3 0 3 0 3 0 0 3
28 0800 E 2 2 3 0 3 0 0 3 4 0 4 0 3 0 3 0 3 0 0 3
29 0500 C 6.1 7.7 3 0 3 0 0 3 0 3 0 3 3 0 3 0 3 0 0 3
29 0500 D 0 1.4 3 0 3 0 1 0 0 0 0 0 3 0 3 0 3 0 0 0
29 0500 E 1.9 2.1 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
29 0500 F 2 5.5 0 3 0 3 1 2 0 3 0 3 0 3 0 3 0 3 0 3
29 0500 G 2 4.6 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
29 0500 H 1.8 2.2 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
29 0600 D 2.1 9.5 0 3 0 3 3 0 0 3 0 3 0 3 0 3 0 3 0 3
29 0600 E 1.5 2.4 0 3 0 3 5 0 0 3 0 3 0 3 0 3 0 3 0 3
29 0800 D 2.8 5.5 4 0 4 0 3 0 4 0 4 0 4 0 4 0 4 0 0 3
29 0800 E 2 2.1 4 0 4 0 3 0 4 0 4 0 4 0 4 0 4 0 0 3
29 A600 F 2.1 6.1 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
29 A600 H 2 2.3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
29 A800 C 2.7 5.3 2 1 2 1 2 1 0 3 0 3 0 3 0 3 0 3 0 3
29 A800 D 1.6 1.6 2 1 2 1 3 0 0 3 0 3 0 3 0 3 2 1 0 3
30 0100 E 4.2 7.6 3 0 3 0 6 0 4 0 4 0 3 0 3 0 3 0 0 3
30 0800 C 4.5 6.9 1 2 1 2 3 0 2 1 2 1 1 2 1 2 1 2 0 3
32 0100 H 4.1 7.3 0 3 2 1 5 0 5 0 5 0 2 1 3 0 3 0 0 3
34 0500 E 5.4 6.5 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
34 0500 F 1 3.5 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
34 0500 G 2.5 3.3 6 0 6 0 0 3 2 1 2 1 6 0 6 0 6 0 0 3
34 0500 H 1.7 1.9 6 0 6 0 0 3 2 1 2 1 6 0 6 0 6 0 0 3
34 0500 I 2.2 2.9 3 0 3 0 0 3 1 2 1 2 3 0 3 0 3 0 0 3
34 0500 J 1.8 2 3 0 3 0 0 3 1 2 1 2 3 0 3 0 3 0 0 3
34 0500 L 1 1 3 0 3 0 0 0 1 0 1 0 3 0 3 0 3 0 0 0
34 0500 M 3 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
34 0500 N 2.7 2.7 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
35 0100 L 4.2 7.5 3 0 3 0 6 0 6 0 6 0 3 0 3 0 3 0 3 0
35 0100 M 0.6 0.6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
35 0500 C 3.2 3.5 6 0 6 0 0 3 6 0 6 0 7 0 6 0 6 0 6 0
35 0500 D 1.6 3.4 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
35 0500 E 0 1.6 0 3 0 3 0 3 0 3 0 3 1 2 0 3 0 3 0 3
35 0500 F 0 0.6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
35 0500 G 1.9 7.3 3 0 3 0 0 3 3 0 3 0 3 0 3 0 3 0 3 0
35 0500 H 2.2 7.2 3 0 3 0 0 3 3 0 3 0 3 0 3 0 3 0 3 0
35 0500 I 0.6 1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
35 0800 C 4.4 7.3 3 0 3 0 0 3 6 0 7 0 3 0 3 0 3 0 3 0
36 0800 E 3.9 4.6 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1
36 0800 F 1.4 3.6 3 0 3 0 2 1 3 0 3 0 3 0 3 0 3 0 3 0
36 0800 G 0.9 1.3 3 0 3 0 2 0 5 0 5 0 3 0 3 0 3 0 3 0
37 0200 L 1.2 1.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
37 0800 D 2.8 2.8 1 2 1 2 0 3 0 3 0 3 1 2 1 2 1 2 0 3
37 0800 E 2.3 2.5 2 1 2 1 2 1 0 3 0 3 2 1 2 1 2 1 0 3
37 0800 F 1.4 1.7 3 0 3 0 2 1 0 3 0 3 3 0 3 0 3 0 0 3
39 0100 E 1.8 5.5 4 0 4 0 3 0 4 0 4 0 4 0 4 0 4 0 4 0
39 0100 F 1.7 1.9 4 0 4 0 5 0 4 0 4 0 4 0 4 0 4 0 4 0
39 0800 D 2.4 5.1 0 3 0 3 2 1 0 3 0 3 0 3 0 3 0 3 0 3
39 0800 E 1.5 1.5 0 3 0 3 2 1 0 3 0 3 0 3 0 3 0 3 0 3
40 0100 H 2.3 6.1 3 0 3 0 4 0 9 0 9 0 3 0 3 0 3 0 3 0
40 0100 I 1.5 2 3 0 3 0 5 0 3 0 3 0 3 0 3 0 3 0 3 0
40 0500 D 2 2.9 0 3 7 0 2 1 0 3 0 3 0 3 0 3 7 0 0 3
40 0500 E 0 1.6 7 0 6 0 1 2 7 0 7 0 0 3 0 3 7 0 6 0
40 0500 F 2.5 3 3 0 3 0 0 3 3 0 3 0 3 0 3 0 3 0 3 0
40 0500 G 1.8 3.1 3 0 3 0 0 3 1 2 1 2 1 2 1 2 1 2 0 3
40 0500 H 2.5 2.9 3 0 3 0 0 3 3 0 3 0 3 0 3 0 3 0 3 0
40 0500 I 1.8 3.5 3 0 3 0 0 3 1 2 1 2 1 2 2 1 1 2 0 3
40 0600 D 1.8 4.3 3 0 3 0 0 3 3 0 3 0 3 0 3 0 3 0 0 3
40 0600 E 6 6 1 2 1 2 0 3 1 2 1 2 1 2 1 2 1 2 0 3
42 0600 D 3 8 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
42 0600 E 2.5 2.5 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
42 0600 F 1.2 1.5 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
42 0600 G 3 3 1 2 1 2 0 3 2 1 2 1 1 2 1 2 1 2 0 3
42 0600 H 2.4 2.6 1 2 1 2 0 3 1 2 1 2 1 2 1 2 1 2 0 3
42 0600 I 1.7 1.9 1 2 1 2 0 3 1 2 1 2 1 2 1 2 1 2 0 3
42 0600 J 1 1.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
46 0600 E 2.2 4.6 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
46 0600 F 1.3 2.2 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
46 0600 G 0.1 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
46 0600 H 0.5 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
46 0800 E 3.2 7.2 0 3 0 3 3 0 0 3 0 3 0 3 0 3 0 3 0 3
47 0600 F 2.4 7 1 2 1 2 0 3 1 2 1 2 1 2 1 2 1 2 1 2
47 0600 G 0.4 0.4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
47 0600 H 1 1.4 4 0 4 0 0 0 4 0 4 0 4 0 4 0 4 0 4 0
48 0100 M 2.9 2.9 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
48 0100 N 2.4 2.4 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
48 0800 D 2.1 4.2 4 0 4 0 3 0 0 3 0 3 0 3 0 3 4 0 0 3
48 0800 E 2.2 2.3 4 0 4 0 3 0 3 0 1 2 0 3 0 3 4 0 0 3
48 A500 D 7.5 8.3 3 0 3 0 0 3 3 0 3 0 0 3 0 3 3 0 0 3
48 A500 E 0 1.5 3 0 3 0 0 3 3 0 3 0 0 3 0 3 3 0 0 3
48 A500 F 2.1 5.2 5 0 5 0 0 3 5 0 5 0 5 0 0 3 5 0 0 3
48 A500 G 2.1 2.2 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
48 A500 H 1.6 5 3 0 3 0 0 3 3 0 3 0 3 0 3 0 3 0 0 3
48 A500 I 2 2.3 3 0 3 0 0 3 3 0 3 0 3 0 3 0 3 0 0 3
49 0800 D 4.9 7.1 3 0 3 0 3 0 3 0 3 0 5 0 5 0 3 0 0 3

 

Table 27. Material test needs to fill MAP data gaps for AC tests by project, project layer, and test—Continued.

State Code Project ID Project Layer Thickness AC03 AC04 AC07 AE03 AE05 AG01 AG02 AG04 AG05
Min Max Done Need Done Need Done Need Done Need Done Need Done Need Done Need Done Need Done Need
49 0800 E 0.1 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
51 0100 O 2 5 6 0 6 0 4 0 5 0 6 0 6 0 6 0 6 0 0 3
51 0100 P 1.3 3.4 1 2 1 2 3 0 2 1 2 1 1 2 1 2 1 2 0 3
53 0800 F 3.7 6.8 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0
55 0100 H 2 6.4 3 0 3 0 0 3 3 0 3 0 3 0 3 0 3 0 0 3
55 0100 I 1.7 2.1 3 0 3 0 0 3 6 0 6 0 3 0 3 0 3 0 0 3
55 0800 C 2.4 4.9 3 0 3 0 0 3 3 0 3 0 3 0 3 0 3 0 0 3
55 0800 D 2 2.1 3 0 3 0 0 3 6 0 6 0 3 0 3 0 3 0 0 3
81 0500 D 3.6 6.3 3 0 3 0 0 3 3 0 3 0 0 3 0 3 3 0 0 3
81 0500 E 0 0.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
81 0500 F 1.5 2 0 3 0 3 2 1 0 3 0 3 0 3 0 3 0 3 0 3
81 0500 G 1.8 5 3 0 3 0 4 0 3 0 3 0 3 0 3 0 3 0 0 3
81 0500 H 1.6 1.7 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
81 0500 I 2.1 4.9 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 0 3
83 0500 G 1.7 2.7 5 0 5 0 2 1 0 3 0 3 0 3 0 3 5 0 5 0
83 0500 H 0.6 2.1 5 0 5 0 4 0 0 3 0 3 0 3 0 3 5 0 5 0
83 0500 I 0 0.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
83 0500 J 2.7 6.5 2 1 2 1 2 1 0 3 0 3 0 3 0 3 2 1 2 1
83 0500 K 3.1 6.6 2 1 2 1 2 1 0 3 0 3 0 3 0 3 2 1 2 1
Totals 371 292 399 284 255 357 362 319 357 321 304 346 300 348 391 289 107 488

 

Table 28. Material test needs to fill MAP data gaps for PCC tests by project, project layer, and test.

1 0600 D 10.1 10.7 11 0 3 0 0 2 0 3 0 3
4 0100 J 15 15 0 3 0 3 0 2 0 3 0 3
4 0100 K 11.2 11.2 21 0 21 0 0 2 6 0 0 3
4 0200 I 7.9 12.3 91 0 87 0 0 2 37 0 3 0
4 0600 F 7.9 8.5 14 0 15 0 0 2 0 3 0 3
4 0600 H 10 10 0 3 0 3 0 2 0 3 0 3
5 0200 I 7.4 11.5 37 0 15 0 0 2 12 0 0 3
5 0800 H 8.6 11.5 17 0 6 0 0 2 3 0 0 3
5 A600 C 9.8 10.2 4 0 10 0 0 2 0 3 0 3
6 0200 G 8 12.1 65 0 32 0 0 2 24 0 0 3
6 0600 E 4.5 8.9 0 3 0 3 0 2 0 3 0 3
6 0600 H 1 1 0 0 0 0 0 0 0 0 0 0
6 0800 C 8.3 10.6 20 0 13 0 0 2 3 0 0 3
8 0200 M 7.6 11.9 130 0 124 0 0 2 35 0 7 0
8 0800 E 8.9 12.9 15 0 15 0 0 2 6 0 0 3
10 0200 J 8.2 12.4 80 0 53 0 0 2 15 0 2 1
17 0600 C 10 10.2 5 0 4 0 0 2 3 0 0 3
17 0600 D 10.1 10.1 1 2 3 0 0 2 0 3 0 3
17 0600 E 10 10 0 3 0 3 0 2 0 3 0 3
18 0600 C 10 10 0 3 0 3 0 2 0 3 0 3
19 0200 H 8.1 11.8 52 0 54 0 0 2 24 0 0 3
19 0600 C 9.6 10 0 3 0 3 0 2 0 3 0 3
20 0200 H 7.4 12.2 53 0 47 0 0 2 0 3 0 3
26 0200 H 8.2 11.2 24 0 23 0 0 2 9 0 0 3
26 0200 I 7.1 11.4 20 0 18 0 0 2 6 0 0 3
26 0200 J 11.2 11.2 2 1 2 1 0 2 2 1 0 3
29 0600 C 8.9 9.7 21 0 25 0 0 2 16 0 0 3
29 0800 F 7.6 10.6 0 3 0 3 0 2 0 3 0 3
29 A600 D 7 7.5 8 0 8 0 0 2 0 3 0 3
29 A600 G 7.2 7.3 2 1 2 1 0 2 0 3 0 3
29 A800 E 8.6 11.1 9 0 9 0 0 2 3 0 1 2
37 0200 K 8 11.6 78 0 69 0 0 2 28 0 0 3
38 0200 G 7.9 11.2 77 0 43 0 0 2 35 0 0 3
39 0200 G 7.9 11.6 80 0 76 0 0 2 31 0 0 3
39 0800 F 7.8 10.9 12 0 12 0 0 2 3 0 0 3
40 0600 C 8.8 9.1 8 0 8 0 0 2 5 0 0 3
40 0600 F 9.2 9.2 1 2 1 2 0 2 1 2 0 3
42 0600 C 10 10.6 9 0 10 0 2 0 3 0 0 3
46 0600 D 7 7.7 0 3 0 3 0 2 0 3 0 3
47 0600 E 8.9 9.2 9 0 10 0 0 2 5 0 0 3
47 0600 I 8.6 8.8 2 1 2 1 0 2 1 2 0 3
48 A800 C 8.3 12.3 12 0 26 0 0 2 3 0 1 2
53 0200 J 8.3 11.8 74 0 75 0 0 2 29 0 3 0
53 A800 E 8.5 10.9 18 0 18 0 0 2 6 0 1 2
55 0200 K 8.2 11.4 32 0 28 0 0 2 10 0 0 3
55 0200 L 8.4 11.4 26 0 25 0 0 2 8 0 0 3
Totals 1,140 31 992 29 2 88 372 50 18 121

Table 29. Material test needs to fill MAP data gaps for unbound layers by project, project layer, and test.

State Code Project ID Project Layer Layer Type Material Code Thickness Sieve Analysis Sieve and Hydrometer Atterberg Limits Resilient Modulus
Min Max Done Need Done Need Done Need Done Need
1 0100 A SS 145     2 0 2 1 2 1 2 1
1 0100 B SS 108     1 0 1 2 1 2 1 2
1 0100 C SS 114     2 0 2 1 2 1 2 1
1 0100 D SS 143     2 0 2 1 2 1 2 1
1 0100 E GB 303 3.8 11.9 3 0 0 0 3 0 0 3
1 0500 A SS 214     7 0 7 0 7 0 1 2
1 0500 B GS 308 5.4 20.3 6 0 0 0 6 0 2 1
1 0500 C GB 308 10.4 10.4 1 2 0 0 1 2 0 3
1 0500 D GB 304 10.6 14.3 6 0 0 0 6 0 0 3
1 0600 A SS 114     2 0 2 1 2 1 2 1
1 0600 B SS 266     1 0 1 2 1 2 0 0
1 0600 C GB 303 6 6 4 0 0 0 4 0 0 3
4 0100 A SS 211     3 0 3 0 3 0 2 1
4 0100 B SS 215 132 132 7 0 7 0 7 0 5 0
4 0100 C SS 217     1 0 1 2 1 2 0 3
4 0100 D SS 261     5 0 5 0 5 0 1 2
4 0100 E GB 304 3.8 12 5 0 0 0 5 0 4 0
4 0100 O GS 304 5.5 5.5 1 2 0 0 1 2 0 3
4 0200 A SS 214     1 0 1 2 1 2 1 2
4 0200 B SS 215     7 0 5 0 7 0 4 0
4 0200 C SS 217     8 0 5 0 9 0 4 0
4 0200 D GB 304 3.5 6.8 8 0 0 0 7 0 7 0
4 0500 A SS 265     6 0 6 0 6 0 5 0
4 0500 C GB 308 12.8 20.7 6 0 0 0 8 0 1 2
4 0600 A SS 287     0 0 1 2 0 3 0 3
4 0600 B SS 215 72 72 0 0 0 3 0 3 0 3
4 0600 C GS 307 6.2 21.6 2 0 0 3 2 1 1 2
4 0600 D GS 302 6.4 9.7 4 0 0 0 4 0 2 1
4 0600 L SS 267     1 0 1 2 1 2 0 3
4 0600 M SS 217     1 0 0 3 1 2 1 2
4 0600 N SS 117     1 0 1 2 1 2 1 2
5 0100 A SS 214     8 0 8 0 8 0 0 3

See notes at end of table.

Table 29. Material test needs to fill MAP data gaps for unbound layers by project, project layer, and test—Continued.

State Code Project ID Project Layer Layer Type Material Code Thickness Sieve Analysis Sieve and Hydrometer Atterberg Limits Resilient Modulus
Min Max Done Need Done Need Done Need Done Need
5 0100 B SS 204     2 0 2 1 2 1 0 3
5 0100 C GB 303 3.5 12.3 3 0 0 0 3 0 1 2
5 0200 A SS 215 144 144 6 0 2 1 5 0 0 3
5 0200 B SS 217 36 84 3 0 3 0 3 0 1 2
5 0200 C SS 255 121 121 1 0 1 2 1 2 0 3
5 0200 D SS 267 121 121 6 0 2 1 5 0 0 3
5 0200 F GB 350 4 11 5 0 0 0 5 0 0 3
5 0800 A SS 108     2 0 1 2 3 0 1 2
5 0800 B SS 107     4 0 2 1 2 1 0 3
5 0800 C SS 102     2 0 2 1 2 1 2 1
5 0800 D SS 143     2 0 1 2 3 0 1 2
5 0800 F GB 303 7.3 12.7 5 0 0 0 4 0 2 1
5 A600 A SS 131     1 0 1 2 1 2 1 2
5 A600 F SS 101     2 0 2 1 2 1 2 1
5 A600 G SS 114     1 0 1 2 1 2 1 2
5 A600 H SS 216     1 0 1 2 1 2 1 2
6 0200 A SS 214     4 0 4 0 4 0 4 0
6 0200 B SS 205     1 0 1 2 1 2 1 2
6 0200 C SS 204     2 0 2 1 2 1 1 2
6 0200 D GB 302 3.8 6.3 5 0 0 0 5 0 4 0
6 0500 A SS 131     2 0 2 1 2 1 2 1
6 0500 B SS 204     13 0 12 0 12 0 2 1
6 0500 D SS 216     2 0 2 1 2 1 1 2
6 0500 E GS 308 16.6 22.9 16 0 0 0 16 0 6 0
6 0600 B SS 203     0 3 0 0 0 3 0 3
6 0600 C SS 253     0 3 0 0 0 3 0 3
6 0800 A SS 204     2 0 2 1 2 1 2 1
6 0800 B GB 304 6.3 6.3 2 1 0 0 2 1 1 2
6 A800 A SS 204     2 0 2 1 2 1 1 2
6 A800 B GB 304 8.2 12.1 2 1 0 0 2 1 0 3
8 0200 A SS 217     2 0 2 1 2 1 2 1
8 0200 C SS 113     0 0 0 3 0 3 0 3

See notes at end of table.

 

Table 29. Material test needs to fill MAP data gaps for unbound layers by project, project layer, and test—Continued.

State Code Project ID Project Layer Layer Type Material Code Thickness Sieve Analysis Sieve and Hydrometer Atterberg Limits Resilient Modulus
Min Max Done Need Done Need Done Need Done Need
8 0200 D SS 210     1 0 1 2 1 2 1 2
8 0200 E SS 114     2 0 2 1 2 1 2 1
8 0200 F SS 216     2 0 2 1 2 1 2 1
8 0200 G SS 204     1 0 1 2 1 2 1 2
8 0200 H SS 107     0 0 0 3 0 3 0 3
8 0200 I SS 101     0 0 0 3 0 3 0 3
8 0200 J GB 304 3.1 6 3 0 0 0 3 0 1 2
8 0500 A SS 216     1 0 2 1 2 1 1 2
8 0500 B SS 111     1 0 2 1 2 1 1 2
8 0500 C SS 108     1 0 2 1 2 1 1 2
8 0800 A SS 114     2 0 2 1 2 1 0 3
8 0800 B SS 214     3 0 4 0 3 0 0 3
8 0800 D GB 304 6 7.5 3 0 0 0 3 0 0 3
10 0100 A SS 202     0 0 7 0 7 0 18 0
10 0100 B GS 308 12 48 0 0 5 0 5 0 0 3
10 0100 C GS 307 43 43 0 0 0 3 0 3 0 3
10 0100 D GB 303 3.4 12.1 0 3 0 0 3 0 3 0
10 0200 A SS 214     8 0 3 0 8 0 6 0
10 0200 B SS 210     5 0 1 2 5 0 3 0
10 0200 C SS 216     3 0 1 2 3 0 2 1
10 0200 D GS 214 12 42 2 0 2 1 2 1 1 2
10 0200 E GS 210 30 30 1 0 1 2 2 1 1 2
10 0200 F GS 201 14 42 2 0 2 1 2 1 1 2
10 0200 G GB 303 3.3 7.9 2 1 0 0 3 0 2 1
12 0100 A SS 215 63.6 92.4 4 0 4 0 4 0 4 0
12 0100 B SS 205 81.6 105.6 2 0 2 1 2 1 2 1
12 0100 C GB 303 4 12.1 1 2 0 0 1 2 1 2
12 0100 G GB 337 10.2 10.2 1 2 0 0 1 2 0 3
12 0500 A SS 202     1 0 1 2 1 2 1 2
12 0500 B GS 308 11.5 18 1 2 0 0 1 2 0 3
12 0500 C GB 303 8.3 8.8 1 2 0 0 1 2 0 3
12 0500 L GB 304 10.6 10.6 1 2 0 0 1 2 0 3

See notes at end of table.

 

Table 29. Material test needs to fill MAP data gaps for unbound layers by project, project layer, and test—Continued.

State Code Project ID Project Layer Layer Type Material Code Thickness Sieve Analysis Sieve and Hydrometer Atterberg Limits Resilient Modulus
Min Max Done Need Done Need Done Need Done Need
13 0500 A SS 215 5.5 19.5 2 0 2 1 2 1 3 0
13 0500 B GS 308 13 38.7 3 0 0 0 3 0 3 0
13 0500 K SS 282 2.7 5 0 3 0 0 0 3 0 3
17 0600 A SS 131     2 0 1 2 2 1 0 3
17 0600 B GB 302 7 7.2 2 1 0 0 2 1 0 3
18 0600 A SS 113     0 0 0 3 0 3 0 3
19 0100 A SS 101     0 0 0 3 0 3 1 2
19 0100 B SS 104     0 0 0 3 0 3 3 0
19 0100 C SS 107     0 0 0 3 0 3 1 2
19 0100 D SS 108     0 0 0 3 0 3 0 3
19 0100 E SS 131     0 0 0 3 0 3 1 2
19 0100 F GS 104 24 24 3 0 3 0 3 0 0 3
19 0100 G GS 108 23.7 25 2 0 2 1 2 1 0 3
19 0100 H GB 303 4 12 3 0 0 0 3 0 0 3
19 0200 A SS 104     6 0 6 0 6 0 7 0
19 0200 B SS 114     0 0 0 3 0 3 0 3
19 0200 C GS 107 24 24 6 0 6 0 6 0 0 3
19 0200 D GS 114 24 24 0 0 0 3 0 3 0 3
19 0200 E GB 303 3.6 6.3 3 0 0 0 3 0 3 0
19 0600 A SS 113     2 0 2 1 2 1 5 0
19 0600 B GB 302 4 4 2 1 0 0 2 1 0 3
20 0200 A SS 131     8 0 8 0 8 0 1 2
20 0200 E GB 303 3.9 6.1 3 0 0 0 4 0 1 2
22 0100 A SS 102     4 0 3 0 4 0 4 0
22 0100 B SS 141     2 0 1 2 0 3 2 1
22 0100 C GS 133 12 12 1 0 1 2 1 2 0 3
22 0100 E GB 303 4.1 13.2 0 3 0 0 0 3 1 2
22 0100 J GS 143 12.6 12.6 2 0 1 2 4 0 1 2
22 0100 K GS 131 12 18 2 0 2 1 2 1 1 2
22 0100 L GS 141 30 30 1 0 1 2 1 2 0 3
23 0500 A SS 216     1 0 7 0 1 2 1 2
23 0500 B SS 214     1 0 1 2 1 2 1 2

See notes at end of table.

 

Table 29. Material test needs to fill MAP data gaps for unbound layers by project, project layer, and test—Continued.

State Code Project ID Project Layer Layer Type Material Code Thickness Sieve Analysis Sieve and Hydrometer Atterberg Limits Resilient Modulus
Min Max Done Need Done Need Done Need Done Need
23 0500 C GS 302 9 9 8 0 0 0 2 1 1 2
23 0500 D GB 304 4 4.5 8 0 0 0 2 1 0 3
24 0500 A SS 141 198 198 0 0 0 3 0 3 0 3
24 0500 C GS 303 5.1 6.5 0 3 0 0 0 3 0 3
26 0100 A SS 113     9 0 7 0 7 0 5 0
26 0100 C GS 306 24 24 1 2 0 0 1 2 1 2
26 0100 D GB 303 4 12 4 0 0 0 4 0 2 1
26 0100 E GB 304 4 4 1 2 0 0 1 2 1 2
26 0200 A SS 113     1 0 1 2 1 2 1 2
26 0200 B SS 131     7 0 8 0 7 0 5 0
26 0200 C GS 131 13.5 18.5 8 0 8 0 8 0 4 0
26 0200 D GB 303 4 6.2 7 0 0 0 5 0 1 2
27 0500 A SS 216     3 0 0 3 4 0 0 3
27 0500 C GS 302 12.3 12.6 4 0 0 0 4 0 0 3
27 0500 D GB 304 4.7 5.4 4 0 0 0 4 0 0 3
28 0800 A SS 217     0 0 0 3 0 3 0 3
28 0800 B GB 303 9 12 0 3 0 0 0 3 0 3
28 0800 F SS 104     0 0 0 3 0 3 0 3
29 0500 A SS 266     1 0 1 2 1 2 0 3
29 0500 B GB 303 4 6 1 2 0 0 1 2 0 3
29 0600 A SS 113     8 0 8 0 8 0 8 0
29 0600 B GB 303 3.4 6 8 0 0 0 8 0 1 2
29 0800 A SS 111     2 0 1 2 2 1 0 3
29 0800 B SS 112     10 0 10 0 10 0 0 3
29 0800 C GB 303 6.3 11.5 6 0 0 0 6 0 0 3
29 A600 A SS 112     5 0 5 0 5 0 1 2
29 A600 B SS 115     1 0 1 2 0 3 0 3
29 A600 C GB 303 3.8 4 4 0 0 0 4 0 0 3
29 A800 A SS 103     7 0 8 0 8 0 0 3
29 A800 B GB 303 6 12.3 4 0 0 0 4 0 2 1
30 0100 A SS 204     11 0 11 0 11 0 10 0
30 0100 B GB 304 4.2 12.5 3 0 0 0 3 0 3 0

See notes at end of table.

 

Table 29. Material test needs to fill MAP data gaps for unbound layers by project, project layer, and test—Continued.

State Code Project ID Project Layer Layer Type Material Code Thickness Sieve Analysis Sieve and Hydrometer Atterberg Limits Resilient Modulus
Min Max Done Need Done Need Done Need Done Need
30 0800 A SS 254     3 0 3 0 3 0 0 3
30 0800 B GB 304 7.1 12 3 0 0 0 3 0 3 0
32 0100 A SS 214     3 0 3 0 3 0 3 0
32 0100 B SS 216     3 0 3 0 3 0 3 0
32 0100 D GS 308 14.4 24.6 6 0 6 0 6 0 0 3
32 0100 E GB 304 3.6 12.1 3 0 0 0 3 0 2 1
34 0500 A SS 216     3 0 4 0 4 0 2 1
34 0500 B GS 308 15 66 2 1 0 0 2 1 1 2
34 0500 C GS 308 4 41 2 1 0 0 0 3 0 3
34 0500 D GB 302 10 11.3 2 1 0 0 4 0 0 3
34 0500 O SS 214     0 0 0 3 0 3 0 3
35 0100 A SS 114     1 0 1 2 1 2 1 2
35 0100 B SS 103     2 0 2 1 2 1 4 0
35 0100 C SS 108     0 0 0 3 0 3 1 2
35 0100 D SS 115     1 0 1 2 1 2 2 1
35 0100 E SS 109 11 11 1 0 1 2 1 2 1 2
35 0100 F SS 216     1 0 1 2 1 2 1 2
35 0100 G SS 102     0 0 0 3 0 3 1 2
35 0100 I GB 303 2.9 12.2 0 3 0 0 0 3 0 3
35 0500 A SS 214     0 0 0 3 0 3 0 3
35 0500 B GB 308 3.5 12 0 3 0 0 0 3 0 3
35 0800 A SS 145     0 0 0 3 0 3 0 3
35 0800 B GB 303 9.7 12.6 0 3 0 0 0 3 0 3
36 0800 A SS 214 156 168 3 0 6 0 6 0 2 1
36 0800 C SS 216 156 156 1 0 1 2 2 1 1 2
36 0800 D GB 304 8.4 12.5 3 0 0 0 3 0 0 3
37 0200 A SS 101     1 0 1 2 1 2 1 2
37 0200 B SS 135     0 0 0 3 0 3 0 3
37 0200 C SS 145     4 0 5 0 6 0 4 0
37 0200 D SS 148     1 0 1 2 1 2 1 2
37 0200 E GS 338 5 8 0 3 0 0 0 3 0 3
37 0200 F GS 306 7 7 0 3 0 0 0 3 0 3

See notes at end of table.

 

Table 29. Material test needs to fill MAP data gaps for unbound layers by project, project layer, and test—Continued.

State Code Project ID Project Layer Layer Type Material Code Thickness Sieve Analysis Sieve and Hydrometer Atterberg Limits Resilient Modulus
Min Max Done Need Done Need Done Need Done Need
37 0200 G GB 303 3.8 9.3 3 0 0 0 3 0 0 3
37 0800 A SS 201     1 0 1 2 1 2 1 2
37 0800 B SS 214     2 0 2 1 2 1 2 1
37 0800 C GB 304 6.8 11.5 6 0 0 0 3 0 2 1
38 0200 A SS 101     8 0 8 0 8 0 5 0
38 0200 B GS 101 18 18 8 0 8 0 9 0 0 3
38 0200 C GB 303 4 8 4 0 0 0 3 0 3 0
39 0100 A SS 131     7 0 7 0 7 0 4 0
39 0100 B GB 303 3.9 12 4 0 0 0 3 0 3 0
39 0200 A SS 131 239 239 8 0 9 0 8 0 1 2
39 0200 B GS 131 15 30 1 0 0 3 0 3 0 3
39 0200 C GB 303 3.8 6.3 5 0 0 0 5 0 4 0
39 0800 A SS 131     7 0 7 0 7 0 3 0
39 0800 B GS 131 24 36 2 0 2 1 2 1 0 3
39 0800 C GB 303 6.1 11.9 3 0 0 0 3 0 3 0
40 0100 B SS 216 6 204 5 0 6 0 5 0 9 0
40 0100 E GB 303 3.6 11.3 3 0 0 0 3 0 0 3
40 0500 A SS 216     3 0 3 0 3 0 3 0
40 0500 B SS 217     3 0 3 0 3 0 3 0
40 0600 A SS 101     3 0 3 0 3 0 3 0
40 0600 B GB 309 14.8 16.5 3 0 0 0 3 0 3 0
42 0600 A SS 141 96 120 2 0 2 1 2 1 2 1
42 0600 B GB 303 9 12 2 1 0 0 2 1 0 3
46 0600 A SS 148     2 0 8 0 9 0 2 1
46 0600 B SS 131     1 0 4 0 4 0 1 2
46 0800 A SS 131     6 0 6 0 6 0 7 0
46 0800 D GB 303 3 12 4 0 0 0 2 1 0 3
47 0600 A SS 204     1 0 1 2 1 2 2 1
47 0600 B SS 102     1 0 1 2 1 2 2 1
47 0600 C SS 114     1 0 1 2 1 2 2 1
48 0100 B SS 214     0 0 0 3 0 3 0 3
48 0100 K GB 337 13.5 13.5 0 3 0 0 0 3 0 3

See notes at end of table.

 

Table 29. Material test needs to fill MAP data gaps for unbound layers by project, project layer, and test—Continued.

State Code Project ID Project Layer Layer Type Material Code Thickness Sieve Analysis Sieve and Hydrometer Atterberg Limits Resilient Modulus
Min Max Done Need Done Need Done Need Done Need
48 0800 A SS 113     2 0 2 1 2 1 3 0
48 0800 B GS 338 10 10 3 0 3 0 3 0 0 3
48 0800 C GB 302 8.5 10.7 3 0 0 0 4 0 3 0
48 0800 F SS 114     1 0 1 2 1 2 2 1
48 A500 A SS 103     3 0 3 0 3 0 0 3
48 A800 A SS 216 39.6 54 3 0 3 0 3 0 0 3
48 A800 B GB 303 5 5 2 1 0 0 2 1 0 3
49 0800 A SS 217 72 81.6 3 0 3 0 3 0 0 3
49 0800 B GS 217 41.2 41.2 3 0 3 0 3 0 0 3
49 0800 C GB 304 7.8 12 3 0 0 0 3 0 3 0
51 0100 A SS 106     1 0 1 2 1 2 1 2
51 0100 C SS 133     0 0 0 3 0 3 1 2
51 0100 D SS 134     1 0 1 2 1 2 2 1
51 0100 E SS 137     3 0 3 0 3 0 4 0
51 0100 F SS 141     0 0 0 3 0 3 0 3
51 0100 H SS 147     1 0 1 2 1 2 2 1
51 0100 J GB 303 3.4 12.5 3 0 0 0 3 0 0 3
53 0200 A SS 143 12 132 0 0 0 3 0 3 0 3
53 0200 B SS 141 14.4 133 2 0 1 2 2 1 1 2
53 0200 C GS 282 14.4 21.6 0 3 0 0 0 3 0 3
53 0200 D GS 143 33 69.7 8 0 5 0 8 0 3 0
53 0200 E GS 141 51.3 51.3 1 0 1 2 1 2 1 2
53 0200 F GB 303 2 6.9 5 0 0 0 5 0 3 0
53 0800 A SS 114     2 0 2 1 2 1 0 3
53 0800 B SS 214     1 0 1 2 1 2 0 3
53 0800 C GS 303 36 36 6 0 0 0 3 0 1 2
53 0800 D GS 303 2.4 2.4 6 0 0 0 3 0 1 2
53 0800 E GB 303 8 11.7 6 0 0 0 3 0 3 0
53 A800 A SS 145     6 0 3 0 6 0 2 1
53 A800 B GS 145 35.8 35.8 1 0 1 2 1 2 1 2
53 A800 C GS 143 90.8 90.8 2 0 2 1 2 1 2 1
53 A800 D GB 303 4.5 4.7 3 0 0 0 3 0 1 2

See notes at end of table.

 

Table 29. Material test needs to fill MAP data gaps for unbound layers by project, project layer, and test—Continued.

State Code Project ID Project Layer Layer Type Material Code Thickness Sieve Analysis Sieve and Hydrometer Atterberg Limits Resilient Modulus
Min Max Done Need Done Need Done Need Done Need
55 0100 A SS 205     1 0 1 2 1 2 0 3
55 0100 B SS 214     5 0 5 0 5 0 0 3
55 0100 C GS 308 6.8 10 3 0 0 0 3 0 0 3
55 0100 D GB 303 0.7 13.3 3 0 0 0 3 0 1 2
55 0100 J GS 205 24 24 1 0 1 2 1 2 0 3
55 0200 A SS 209     1 0 1 2 1 2 0 3
55 0200 B GS 210 24 24 1 0 0 3 1 2 0 3
55 0200 C SS 214     6 0 6 0 6 0 0 3
55 0200 D SS 215     1 0 1 2 1 2 0 3
55 0200 E GB 303 0.8 8.1 3 0 0 0 3 0 1 2
55 0200 F GS 211 9.8 24 5 0 4 0 5 0 0 3
55 0200 G GS 308 7.8 10 5 0 0 0 5 0 0 3
55 0800 A SS 215     0 0 3 0 3 0 0 3
55 0800 B GB 302 8 12 3 0 0 0 3 0 0 3
81 0500 A SS 267     3 0 3 0 3 0 2 1
81 0500 B GS 308 11 15 3 0 0 0 3 0 0 3
83 0500 A SS 132     1 0 1 2 0 3 0 3
83 0500 B SS 214     2 0 2 1 0 3 0 3
83 0500 C SS 145     1 0 1 2 0 3 0 3
83 0500 D SS 204     1 0 1 2 0 3 0 3
83 0500 E GS 302 4 10 5 0 1 2 5 0 2 1
83 0500 F GB 302 3.5 7 5 0 0 0 5 0 2 1
Totals 766 72 466 244 770 300 384 523

Note: Thickness was not recorded for SS layers unless refusal was encountered during augering.

Table 30. Material test needs to fill MAP data gaps for asphalt treated base layers by project, project layer, and test.

State Code Project ID Project Layer Layer Type Material Code Thickness AC03 AC04 AC07 AE03 AE05 AG01 AG02 AG04 AG05
Min Max Done Need Done Need Done Need Done Need Done Need Done Need Done Need Done Need Done Need
1 0100 G TB 325 3.3 4.2 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
1 0100 H TB 319 3.9 12.4 0 3 0 3 3 0 0 3 0 3 0 3 0 3 0 3 0 3
4 0100 F TB 319 4 12.1 4 0 4 0 3 0 4 0 4 0 4 0 4 0 4 0 0 3
4 0100 G TB 325 3.8 4.6 0 3 3 0 0 3 0 3 0 3 0 3 0 3 3 0 0 3
4 0200 E TB 319 3.8 3.9 2 1 2 1 0 3 2 1 2 1 1 2 1 2 1 2 0 3
4 0200 F TB 325 3.8 4.4 0 3 4 0 0 3 0 3 0 3 0 3 0 3 1 2 0 3
5 0100 E TB 325 2.9 3.7 0 3 2 1 0 3 0 3 0 3 0 3 0 3 2 1 0 3
5 0100 F TB 319 4 12 5 0 5 0 2 1 5 0 5 0 5 0 5 0 5 0 0 3
5 0200 G TB 325 2.4 4.3 0 3 3 0 0 3 0 3 0 3 0 3 0 3 3 0 0 3
6 0200 E TB 325 3.4 3.8 0 3 3 0 0 3 0 3 0 3 0 3 0 3 3 0 0 3
8 0200 K TB 325 3.8 4.6 6 0 6 0 0 3 0 3 0 3 0 3 0 3 6 0 0 3
8 0500 D TB 321 1 4.1 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
10 0100 G TB 319 4.1 12.3 1 2 2 1 2 1 3 0 3 0 1 2 1 2 2 1 1 2
10 0100 H TB 325 3.4 4.2 0 3 2 1 0 3 0 3 0 3 0 3 0 3 2 1 0 3
10 0200 H TB 325 3.7 4.7 0 3 3 0 0 3 0 3 0 3 0 3 0 3 3 0 0 3
12 0100 E TB 325 3.9 4.1 0 3 1 2 0 3 0 3 0 3 0 3 0 3 1 2 0 3
12 0100 F TB 319 4 12.4 3 0 3 0 2 1 6 0 3 0 3 0 3 0 3 0 0 3
13 0500 C TB 319 11 15.6 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
19 0100 I TB 325 4.1 4.9 6 0 5 0 0 3 5 0 5 0 5 0 4 0 5 0 5 0
19 0100 J TB 319 3.2 12.4 2 1 4 0 2 1 3 0 3 0 3 0 3 0 3 0 3 0
19 0200 F TB 325 3.4 4.9 0 3 3 0 0 3 0 3 0 3 0 3 0 3 3 0 0 3
20 0200 D TB 325 3.7 4.4 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
22 0100 F TB 325 3.6 4.2 3 0 3 0 0 3 0 3 0 3 3 0 0 3 3 0 0 3
22 0100 G TB 319 3.4 11.3 2 1 3 0 2 1 5 0 3 0 3 0 0 3 3 0 0 3
26 0100 F TB 325 4 4 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
26 0100 G TB 319 4.3 12.2 1 2 0 3 3 0 0 3 0 3 0 3 0 3 0 3 0 3
26 0200 E TB 325 4.1 4.3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
26 0200 F TB 325 4 4 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
30 0100 C TB 325 4.2 4.7 0 3 4 0 0 3 0 3 0 3 0 3 0 3 4 0 0 3
30 0100 D TB 319 4.1 13.7 3 0 3 0 3 0 4 0 4 0 3 0 3 0 3 0 0 3
32 0100 F TB 325 4 4.5 0 3 4 0 0 3 0 3 0 3 0 3 0 3 4 0 0 3
32 0100 G TB 319 4.2 12.4 0 3 3 0 3 0 6 0 6 0 3 0 3 0 3 0 0 3
35 0100 J TB 325 3.1 4.5 0 3 2 1 0 3 0 3 0 3 0 3 0 3 3 0 0 3
35 0100 K TB 319 4 11.7 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0

 

Table 30. Material test needs to fill MAP data gaps for asphalt treated base layers by project, project layer, and test—Continued.

State Code Project ID Project Layer Layer Type Material Code Thickness AC03 AC04 AC07 AE03 AE05 AG01 AG02 AG04 AG05
Min Max Done Need Done Need Done Need Done Need Done Need Done Need Done Need Done Need Done Need
37 0200 H TB 321 4.4 5.5 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
37 0200 I TB 325 3.6 5.6 0 3 3 0 0 3 0 3 0 3 0 3 0 3 3 0 0 3
38 0200 E TB 325 3.8 4.4 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
39 0100 C TB 325 3.9 4.3 0 3 3 0 0 3 0 3 0 3 0 3 0 3 3 0 0 3
39 0100 D TB 319 3.7 11.8 3 0 3 0 1 2 3 0 3 0 3 0 3 0 3 0 3 0
39 0200 E TB 325 3.8 4.4 0 3 4 0 0 3 0 3 0 3 0 3 0 3 4 0 0 3
40 0100 F TB 319 3.9 11.7 3 0 3 0 2 1 3 0 3 0 3 0 3 0 3 0 3 0
40 0100 G TB 325 4 5 0 3 3 0 0 3 0 3 0 3 0 3 0 3 3 0 0 3
40 0500 C TB 320 5.8 10 0 3 3 0 2 1 0 3 0 3 0 3 0 3 2 1 0 3
51 0100 K TB 319 3.9 12.5 3 0 3 0 1 2 3 0 3 0 3 0 3 0 3 0 0 3
51 0100 L TB 325 3.4 4.4 0 3 3 0 0 3 0 3 0 3 0 3 0 3 4 0 0 3
53 0200 G TB 325 3.5 3.9 0 3 4 0 0 3 0 3 0 3 0 3 0 3 4 0 0 3
53 0200 I TB 319 2.8 2.8 1 2 1 2 1 2 2 1 2 1 1 2 1 2 1 2 0 3
55 0100 E TB 319 4.6 12 1 2 3 0 0 3 1 2 1 2 1 2 1 2 3 0 0 3
55 0100 G TB 325 3.3 4.9 0 3 1 2 0 3 0 3 0 3 0 3 0 3 1 2 0 3
55 0200 H TB 325 3.1 4.2 0 3 3 0 0 3 0 3 0 3 0 3 0 3 3 0 0 3
81 0500 C TB 321 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3
Totals 52 110 120 47 35 118 58 109 53 109 48 110 41 116 116 50 18 137

 

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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.
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