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

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

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Appendix D. Status of 2009 MAP Results

The status tables contained in this appendix were developed to provide a comparison against the counts performed in 2004 to fill data gaps and provide new and aging tests as part of the MAP. Although some project sites not originally included in the 2004 MAP plan were sampled and tested during the conduct of the MAP, those sites are not contained in these counts in order to provide a relative comparison. Some details associated with these counts are as follows:

Table 38. 2009 counts on MAP results for AC tests by project, project layer, and test.

State Code

SHRP 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

6.2

5

0

5

0

4

0

5

0

5

0

5

0

5

0

5

0

5

0

1

0100

J

1.1

1.4

6

0

6

0

3

0

6

0

6

0

6

0

6

0

6

0

6

0

1

0500

E

2.2

2.8

3

0

3

0

2

1

3

0

3

0

3

0

3

0

3

0

0

3

1

0500

F

0

1

3

0

3

0

0

0

3

0

3

0

3

0

3

0

3

0

3

0

1

0500

G

1.3

3.7

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

1

0500

H

0.4

2

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

1

0500

I

1.2

3.8

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

1

0500

J

1.6

2

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

1

0600

E

4.2

4.5

3

0

0

3

3

0

0

3

0

3

0

3

0

3

0

3

0

3

1

0600

F

2.3

7.6

3

0

0

3

3

0

0

3

0

3

0

3

0

3

0

3

0

3

1

0600

G

1.1

1.6

3

0

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

6

0

7

0

4

0

4

0

4

0

4

0

4

0

2

1

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

9

0

0

3

5

0

5

0

3

0

3

0

5

0

4

0

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

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

4

0500

G

1.3

4.7

32

0

36

0

4

0

3

0

3

0

3

0

3

0

32

0

3

0

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

28

0

31

0

4

0

3

0

3

0

3

0

3

0

29

0

2

1

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

0500

K

0.1

0.1

1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

4

0500

L

0.1

0.1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

4

0500

M

0.1

0.1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

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

2.5

5.5

9

0

9

0

9

0

9

0

9

0

6

0

6

0

9

0

3

0

5

0100

H

1.4

2

6

0

6

0

8

0

3

0

3

0

3

0

3

0

6

0

3

0

5

0800

G

1.2

1.6

3

0

6

0

3

0

3

0

3

0

3

0

3

0

6

0

3

0

5

0800

I

2.5

5.7

3

0

6

0

3

0

3

0

3

0

3

0

3

0

6

0

3

0

5

A600

D

2.7

7.2

6

0

7

0

3

0

4

0

3

0

4

0

5

0

7

0

3

0

5

A600

E

1.4

2.5

7

0

7

0

3

0

4

0

4

0

4

0

4

0

7

0

3

0

6

0500

G

1.2

4.3

9

0

9

0

1

2

9

0

9

0

0

3

0

3

9

0

0

3

Table 38. 2009 counts on MAP results for AC tests by project, project layer, and test-Continued.

State Code

SHRP 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

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

2.6

3

0

3

0

0

3

3

0

3

0

3

0

3

0

3

0

0

3

6

0500

J

1.8

6.6

5

0

4

0

2

1

5

0

5

0

5

0

4

0

5

0

0

3

6

0500

K

1.8

2.4

2

1

2

1

0

3

2

1

2

1

0

3

0

3

2

1

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

2

1

2

1

0

3

2

1

2

1

0

3

0

3

2

1

0

3

6

0500

O

1.9

5

4

0

4

0

3

0

4

0

4

0

4

0

4

0

4

0

0

3

6

0500

P

2

2.1

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

6

0500

Q

0.6

0.8

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

6

0500

R

1.7

1.7

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

6

0500

S

1.6

1.6

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

3.6

3.6

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

6

0500

V

0.1

0.5

0

0

1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

6

0600

G

0.6

0.6

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

6

0600

J

1.4

2.3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

6

0600

K

1.9

8.1

9

0

9

0

1

2

9

0

9

0

9

0

9

0

9

0

9

0

6

A800

C

3.9

6.8

3

0

3

0

4

0

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

8

0500

M

0.1

0.1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

10

0100

I

2.5

6.2

3

0

5

0

5

0

5

0

4

0

5

0

5

0

5

0

5

0

10

0100

J

0.7

2

3

0

5

0

5

0

7

0

7

0

5

0

5

0

5

0

5

0

10

0100

K

1

1.3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

10

0100

L

2.2

2.2

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

12

0100

H

1.9

5.2

3

0

6

0

4

0

3

0

3

0

3

0

3

0

3

0

3

0

12

0100

I

1.7

3.8

3

0

6

0

5

0

6

0

5

0

3

0

3

0

3

0

3

0

12

0100

J

0.5

0.9

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

12

0500

D

0.3

2.4

3

0

3

0

2

1

3

0

3

0

3

0

3

0

3

0

3

0

Table 38. 2009 counts on MAP results for AC tests by project, project layer, and test-Continued.

State Code

SHRP 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

12

0500

E

1.3

4.4

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

0

3

12

0500

F

2.6

2.7

6

0

6

0

3

0

6

0

6

0

6

0

6

0

6

0

3

0

12

0500

G

0.5

1.1

3

0

3

0

0

0

3

0

3

0

3

0

3

0

3

0

0

0

12

0500

H

1.3

4.5

6

0

6

0

3

0

6

0

6

0

6

0

6

0

6

0

3

0

12

0500

I

2.1

3.5

6

0

6

0

3

0

6

0

6

0

6

0

6

0

6

0

3

0

12

0500

J

0.8

1.1

3

0

3

0

0

0

3

0

3

0

3

0

3

0

3

0

0

0

12

0500

K

0

0.1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

12

0500

M

0.4

0.5

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

13

0500

D

0

1.9

3

0

6

0

4

0

3

0

3

0

3

0

3

0

6

0

3

0

13

0500

E

0

0.3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

13

0500

F

1.1

4.6

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

13

0500

G

1.2

2.3

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

13

0500

H

1.9

5.4

3

0

3

0

4

0

3

0

3

0

3

0

3

0

3

0

3

0

13

0500

I

1.1

2.3

3

0

3

0

4

0

3

0

3

0

3

0

3

0

3

0

3

0

13

0500

J

0.7

1.1

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

5

0

5

0

3

0

3

0

3

0

3

0

3

0

5

0

3

0

17

0600

H

1.2

2

5

0

5

0

3

0

3

0

3

0

3

0

3

0

5

0

3

0

18

0600

D

2.8

6.7

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

18

0600

E

2

3.2

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

18

0600

F

0.6

1

3

0

3

0

0

0

3

0

3

0

3

0

3

0

3

0

3

0

18

0600

G

2.3

3.2

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

18

0600

H

1.7

3.7

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

18

0600

I

0.6

1.5

3

0

3

0

0

0

3

0

3

0

3

0

3

0

3

0

3

0

19

0100

K

1.5

5.9

6

0

5

0

5

0

6

0

6

0

6

0

6

0

6

0

6

0

19

0100

L

1.5

2.5

3

0

3

0

4

0

3

0

3

0

3

0

3

0

3

0

3

0

19

0100

M

2.8

2.8

3

0

3

0

3

0

0

3

0

3

0

3

0

3

3

0

0

3

19

0600

E

2

5.2

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

19

0600

F

1.7

2.7

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

19

0600

G

5.4

6.2

3

0

3

0

3

0

0

3

0

3

0

3

0

3

3

0

0

3

19

0600

H

1.9

2.1

3

0

3

0

3

0

0

3

0

3

0

3

0

3

3

0

0

3

22

0100

H

2.2

8

3

0

3

0

4

0

3

0

3

0

3

0

3

0

3

0

3

0

22

0100

I

1.2

1.9

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

23

0500

E

3

3.6

7

0

12

0

4

0

4

0

4

0

3

0

3

0

7

0

3

0

23

0500

F

2.7

3

7

0

12

0

3

0

4

0

4

0

3

0

3

0

7

0

3

0

23

0500

G

1

2.2

7

0

12

0

4

0

4

0

4

0

3

0

3

0

7

0

3

0

Table 38. 2009 counts on MAP results for AC tests by project, project layer, and test-Continued.

State Code

SHRP 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

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

2.3

3

0

5

0

2

1

3

0

3

0

3

0

3

0

3

0

3

0

23

0500

J

1.7

2

3

0

4

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

23

0500

K

3.2

3.7

3

0

5

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

23

0500

L

2.9

3.5

3

0

5

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

23

0500

M

1.8

2.7

3

0

4

0

4

0

3

0

3

0

3

0

3

0

3

0

1

2

23

0500

N

1.9

3.6

3

0

5

0

3

0

3

0

3

0

3

0

3

0

3

0

2

1

24

0500

E

1.8

2.3

13

0

15

0

5

0

13

0

13

0

13

0

13

0

13

0

2

1

24

0500

F

1.2

1.8

13

0

15

0

3

0

12

0

13

0

13

0

13

0

13

0

2

1

24

0500

G

0

1.1

13

0

13

0

0

0

13

0

13

0

3

0

13

0

13

0

0

0

24

0500

H

3.2

4.7

2

1

4

0

4

0

2

1

2

1

3

0

3

0

2

1

3

0

24

0500

I

0.3

3.6

1

2

4

0

4

0

1

2

1

2

0

3

0

3

1

2

3

0

24

0500

J

3.7

4.7

4

0

4

0

3

0

4

0

4

0

3

0

3

0

4

0

3

0

24

0500

K

1.9

2.8

2

1

4

0

3

0

2

1

2

1

3

0

3

0

2

1

3

0

24

0500

L

2.8

2.8

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

0

3

2

1

2

1

0

3

24

0500

N

2.7

2.7

2

1

2

1

2

1

2

1

2

1

0

3

0

3

2

1

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

0.9

3.4

1

2

1

2

2

1

1

2

1

2

1

2

1

2

1

2

0

3

24

0500

Q

1.5

1.8

6

0

6

0

6

0

0

3

0

3

0

3

0

3

6

0

0

3

26

0100

H

2

3.2

10

0

13

0

3

0

13

0

13

0

10

0

10

0

13

0

10

0

26

0100

I

1.5

2.5

3

0

6

0

4

0

4

0

4

0

4

0

4

0

6

0

4

0

26

0100

J

0

1.9

0

3

0

3

3

0

1

2

1

2

0

3

0

3

0

3

0

3

26

0100

K

1.5

2

3

0

3

0

3

0

0

3

0

3

0

3

0

3

3

0

0

3

27

0500

E

4.7

6.4

4

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

27

0500

F

0

1.7

3

0

3

0

1

2

3

0

3

0

3

0

3

0

3

0

3

0

27

0500

G

2

3.9

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

27

0500

H

1.7

4.7

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

27

0500

I

1.6

2.2

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

27

0500

J

1.6

2

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

28

0800

C

2.9

2.9

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

28

0800

D

1.7

2

3

0

6

0

2

1

4

0

4

0

3

0

3

0

3

0

3

0

28

0800

E

2

2

3

0

6

0

3

0

4

0

4

0

3

0

3

0

3

0

3

0

29

0500

C

5.7

7.7

9

0

12

0

5

0

3

0

3

0

9

0

9

0

9

0

3

0

29

0500

D

0

1.4

9

0

11

0

3

0

2

0

2

0

9

0

9

0

9

0

2

0

Table 38. 2009 counts on MAP results for AC tests by project, project layer, and test-Continued.

State Code

SHRP 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

29

0500

E

2

2.1

5

0

5

0

3

0

5

0

5

0

5

0

5

0

5

0

3

0

29

0500

F

2.1

5

5

0

5

0

4

0

5

0

5

0

5

0

5

0

5

0

3

0

29

0500

G

1.9

4.5

5

0

5

0

3

0

5

0

5

0

5

0

5

0

5

0

3

0

29

0500

H

1.8

2.2

5

0

5

0

2

1

5

0

5

0

5

0

5

0

4

0

3

0

29

0600

D

2.1

11

48

0

88

0

3

0

47

0

46

0

46

0

46

0

47

0

3

0

29

0600

E

1.7

2.3

27

0

51

0

5

0

27

0

26

0

27

0

28

0

27

0

3

0

29

0800

D

2.7

5.5

4

0

7

0

3

0

4

0

4

0

4

0

4

0

4

0

3

0

29

0800

E

2

2

4

0

7

0

3

0

4

0

4

0

4

0

4

0

4

0

3

0

29

A600

F

2.1

6.1

3

0

6

0

3

0

6

0

6

0

6

0

6

0

6

0

6

0

29

A600

H

2

2.3

3

0

6

0

3

0

6

0

6

0

6

0

6

0

6

0

6

0

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

4.3

7.6

3

0

6

0

6

0

4

0

4

0

3

0

3

0

3

0

3

0

30

0100

F

0.2

0.2

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

30

0800

C

4.5

6.9

4

0

4

0

3

0

5

0

5

0

4

0

4

0

4

0

3

0

30

0800

D

0.3

0.3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

32

0100

H

4.1

7.3

3

0

5

0

6

0

5

0

5

0

5

0

3

0

3

0

3

0

34

0500

E

5.3

6.5

3

0

3

0

7

0

3

0

3

0

3

0

3

0

3

0

3

0

34

0500

F

0.9

3.5

3

0

3

0

5

0

3

0

3

0

3

0

3

0

3

0

3

0

34

0500

G

2.6

3.3

6

0

8

0

5

0

3

0

3

0

6

0

6

0

6

0

2

1

34

0500

H

1.7

1.9

6

0

9

0

7

0

3

0

3

0

6

0

6

0

6

0

3

0

34

0500

I

2

2.9

3

0

6

0

10

0

3

0

3

0

3

0

3

0

3

0

3

0

34

0500

J

1.8

1.9

3

0

6

0

5

0

3

0

3

0

3

0

3

0

3

0

3

0

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

2.6

2.6

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

34

0500

N

2.5

2.5

3

0

3

0

4

0

3

0

3

0

3

0

3

0

3

0

3

0

35

0100

L

4.2

7.6

3

0

3

0

6

0

6

0

6

0

3

0

3

0

3

0

3

0

35

0100

M

0.6

1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

35

0500

C

3.1

3.8

6

0

6

0

3

0

6

0

6

0

6

0

6

0

6

0

6

0

35

0500

D

1.4

3.7

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

35

0500

E

0

1.7

3

0

3

0

2

1

3

0

3

0

3

0

3

0

3

0

3

0

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

7.3

3

0

3

0

2

1

3

0

3

0

3

0

3

0

3

0

3

0

35

0500

H

2.1

7.2

3

0

3

0

2

1

3

0

3

0

3

0

3

0

3

0

3

0

35

0500

I

0.6

1.3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Table 38. 2009 counts on MAP results for AC tests by project, project layer, and test-Continued.

State Code

SHRP 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

35

0500

J

2

2

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

35

0800

C

4.2

7

3

0

3

0

3

0

6

0

6

0

3

0

3

0

3

0

3

0

36

0800

E

3.9

4.6

7

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

36

0800

F

1.4

3.8

11

0

3

0

3

0

4

0

4

0

3

0

3

0

3

0

3

0

36

0800

G

0.9

1.2

19

0

3

0

2

0

4

0

4

0

3

0

3

0

3

0

3

0

37

0200

L

1.2

1.2

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

37

0800

D

2.7

2.7

3

0

4

0

2

1

3

0

3

0

3

0

3

0

3

0

3

0

37

0800

E

2.2

2.4

3

0

5

0

2

1

3

0

3

0

3

0

3

0

3

0

3

0

37

0800

F

1.4

1.8

3

0

6

0

2

1

3

0

3

0

3

0

3

0

3

0

3

0

39

0100

E

2.1

5.5

14

0

4

0

4

0

4

0

4

0

4

0

4

0

4

0

4

0

39

0100

F

1.7

1.9

14

0

4

0

5

0

4

0

4

0

4

0

4

0

4

0

4

0

40

0100

H

2.3

6.5

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

10

0

3

0

3

0

3

0

3

0

3

0

10

0

3

0

40

0500

E

0

1.6

7

0

9

0

3

0

7

0

7

0

3

0

3

0

10

0

6

0

40

0500

F

2.5

3

3

0

3

0

1

2

3

0

3

0

3

0

3

0

3

0

3

0

40

0500

G

1.7

3.1

3

0

6

0

1

2

3

0

3

0

3

0

3

0

4

0

3

0

40

0500

H

2.5

3

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

40

0500

I

1.8

3.8

3

0

6

0

3

0

3

0

3

0

3

0

3

0

4

0

3

0

40

0600

D

1.8

4.4

7

0

7

0

2

1

6

0

6

0

6

0

6

0

7

0

3

0

40

0600

E

5.8

5.8

4

0

4

0

3

0

3

0

3

0

3

0

3

0

4

0

3

0

40

0600

G

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

40

0600

H

1.4

1.4

0

0

0

0

2

0

0

0

0

0

0

0

0

0

0

0

0

0

42

0600

D

3

8

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

42

0600

E

2.3

2.7

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

42

0600

F

1.7

1.9

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

42

0600

G

3

3

3

0

4

0

3

0

4

0

4

0

3

0

3

0

3

0

3

0

42

0600

H

2.4

2.6

3

0

4

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

42

0600

I

1.7

1.9

3

0

4

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

42

0600

J

0.8

1.2

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

46

0600

D

2.3

4.6

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

46

0600

E

1.5

2.2

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

46

0600

F

0.1

0.1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

46

0600

G

0.5

0.5

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

46

0600

H

0.6

1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Table 38. 2009 counts on MAP results for AC tests by project, project layer, and test-Continued.

State Code

SHRP 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

46

0600

I

3.1

3.6

0

3

0

3

2

1

0

3

0

3

0

3

0

3

0

3

0

3

46

0600

J

0.2

0.3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

46

0800

E

2.6

6.9

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

47

0600

F

2.5

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

2.1

5.2

4

0

4

0

9

0

6

0

6

0

4

0

4

0

3

0

3

0

48

0100

N

0

2.4

1

2

3

0

9

0

3

0

3

0

1

2

1

2

3

0

3

0

48

0100

O

1.9

2.4

6

0

9

0

2

1

8

0

7

0

6

0

6

0

6

0

2

1

48

0800

D

2.1

4

4

0

7

0

3

0

3

0

3

0

3

0

3

0

4

0

3

0

48

0800

E

2.3

2.5

4

0

7

0

3

0

3

0

4

0

3

0

3

0

4

0

3

0

48

A500

D

7.3

8.2

3

0

6

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

48

A500

E

0

1.5

3

0

6

0

2

0

3

0

3

0

3

0

3

0

3

0

3

0

48

A500

F

2.2

5.2

8

0

8

0

3

0

8

0

8

0

8

0

3

0

8

0

3

0

48

A500

G

2

2.1

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

48

A500

H

1.9

4.9

3

0

6

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

48

A500

I

1.9

2.2

3

0

6

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

49

0800

D

4.9

7.1

3

0

6

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

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

9

0

5

0

5

0

6

0

6

0

6

0

6

0

3

0

51

0100

P

1.3

3.4

3

0

4

0

3

0

3

0

3

0

2

1

2

1

2

1

3

0

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

53

0800

G

0.3

0.3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

55

0100

J

1.9

5.8

3

0

6

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

55

0100

K

1.6

2.1

3

0

6

0

3

0

6

0

6

0

3

0

3

0

3

0

3

0

55

0800

C

2.4

5.1

3

0

6

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

55

0800

D

2.1

2.1

3

0

6

0

3

0

6

0

6

0

3

0

3

0

3

0

3

0

81

0500

D

2.9

6.3

3

0

6

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

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

2

2

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

81

0500

G

1.8

5

3

0

6

0

4

0

3

0

3

0

3

0

3

0

3

0

3

0

81

0500

H

1.7

1.8

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

81

0500

I

2.1

4.8

3

0

6

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

83

0500

G

1.7

2.8

5

0

8

0

3

0

3

0

3

0

3

0

3

0

5

0

5

0

83

0500

H

0.8

2.4

5

0

8

0

4

0

3

0

3

0

3

0

3

0

5

0

5

0

Table 38. 2009 counts on MAP results for AC tests by project, project layer, and test-Continued.

State Code

SHRP 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

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

6.6

3

0

5

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

83

0500

K

3.1

6.8

3

0

5

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

83

0500

L

0.2

0.2

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Totals

893

72

1,101

72

607

97

764

96

761

96

700

113

706

111

874

79

514

143

Table 39. 2009 counts on MAP results for PCC tests by project, project layer, and test.

State Code

Project ID

Project Layer

Thickness

PC01

PC02

PC03

PC04

PC08

Min

Max

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

1

0600

D

10

10.7

14

0

8

0

5

0

3

0

3

0

4

0100

J

15

15

0

3

0

3

0

2

0

3

0

3

4

0100

K

11

11.2

21

0

21

0

0

2

6

0

0

3

4

0200

I

7.9

12.3

65

0

59

0

2

0

27

0

2

1

4

0200

J

8.3

11.2

26

0

28

0

2

0

10

0

1

2

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

5

0

0

3

0

3

5

0200

I

8.3

11.5

21

0

9

0

8

0

9

0

3

0

5

0200

K

8.2

11

21

0

12

0

11

0

9

0

3

0

5

0800

H

8.7

11.5

9

0

6

0

10

0

3

0

3

0

5

A600

C

9

10.2

4

0

10

0

10

0

3

0

3

0

6

0200

G

8.2

12.1

33

0

15

0

2

0

12

0

3

0

6

0200

H

8

11.1

32

0

17

0

6

0

12

0

3

0

6

0600

E

8

8.7

3

0

1

2

9

0

3

0

2

1

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

2

0

3

0

3

0

8

0200

M

8.3

11.7

53

0

53

0

12

0

14

0

3

0

8

0200

N

7.6

11.9

57

0

53

0

4

0

16

0

3

0

8

0200

O

12

11.9

18

0

18

0

0

2

5

0

1

2

8

0800

E

8.9

12.9

15

0

15

0

3

0

6

0

3

0

10

0200

J

8.2

11.8

34

0

20

0

3

0

3

0

6

0

10

0200

K

8.3

12.4

29

0

26

0

1

1

8

0

4

0

10

0200

L

10

10.2

17

0

6

0

2

0

2

1

1

2

17

0600

C

10

10.2

12

0

7

0

3

0

11

0

3

0

17

0600

D

10

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

9.9

11

3

0

3

0

11

0

3

0

3

0

19

0200

H

8.1

12.5

26

0

27

0

17

0

12

0

3

0

Table 39. 2009 counts on MAP results for PCC tests by project, project layer, and test-Continued.

State Code

Project ID

Project Layer

Thickness

PC01

PC02

PC03

PC04

PC08

Min

Max

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

19

0200

I

8.3

11.5

26

0

27

0

5

0

12

0

3

0

19

0200

J

8.4

8.4

0

3

0

3

0

2

0

3

0

3

19

0600

C

9.9

10.2

3

0

3

0

78

0

3

0

3

0

20

0200

H

7.5

11.2

42

0

36

0

0

2

13

0

3

0

20

0200

I

7.5

11.3

35

0

33

0

0

2

14

0

3

0

20

0200

J

12

11.9

23

0

21

0

0

2

2

1

0

3

26

0200

H

8.1

11.3

26

0

27

0

1

1

12

0

4

0

26

0200

I

7.3

11.3

28

0

27

0

10

0

5

0

4

0

26

0200

J

11

11.3

6

0

6

0

0

2

2

1

0

3

29

0600

C

8.9

9.7

21

0

25

0

6

0

16

0

3

0

29

0800

F

7.9

10

3

0

3

0

0

2

3

0

3

0

29

A600

D

7

7.5

11

0

13

0

2

0

9

0

3

0

29

A800

E

8.6

11.1

9

0

9

0

0

2

3

0

1

2

37

0200

K

8

11.6

31

0

38

0

7

0

13

0

0

3

37

0200

M

8.4

11.2

41

0

29

0

2

0

11

0

0

3

37

0200

N

10

10.2

6

0

6

0

0

2

2

1

0

3

38

0200

G

7.9

11.1

40

0

21

0

0

2

17

0

3

0

38

0200

H

7.9

11.1

24

0

13

0

1

1

11

0

3

0

38

0200

I

10

11.1

15

0

9

0

0

2

4

0

0

3

39

0200

G

7.9

11.3

27

0

26

0

6

0

9

0

3

0

39

0200

H

7.9

11.1

25

0

23

0

1

1

9

0

3

0

39

0200

I

11

11.6

30

0

27

0

0

2

12

0

0

3

39

0800

F

7.9

11

18

0

18

0

3

0

6

0

3

0

40

0600

C

8.8

9.1

8

0

8

0

11

0

5

0

3

0

40

0600

F

9

9.2

2

1

2

1

0

2

1

2

0

3

42

0600

C

10

10.6

9

0

10

0

2

0

3

0

3

0

46

0600

C

6.5

7.7

5

0

4

0

0

2

2

1

3

0

47

0600

E

8.9

9.2

9

0

10

0

0

2

5

0

0

3

Table 39. 2009 counts on MAP results for PCC tests by project, project layer, and test-Continued.

State Code

Project ID

Project Layer

Thickness

PC01

PC02

PC03

PC04

PC08

Min

Max

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

47

0600

I

8.6

8.8

2

1

2

1

0

2

1

2

0

3

48

A800

C

8.3

12.3

16

0

30

0

0

2

7

0

5

0

53

0200

J

8.5

11.8

29

0

30

0

0

2

12

0

0

3

53

0200

K

8.3

11.3

27

0

27

0

0

2

11

0

2

1

53

0200

L

10

10.3

18

0

18

0

0

2

6

0

1

2

53

A800

E

8.5

10.9

18

0

18

0

1

1

6

0

4

0

55

0200

L

8.2

11.8

38

0

32

0

2

0

12

0

3

0

55

0200

M

8.3

11.7

22

0

21

0

1

1

7

0

3

0

Totals

1,241

16

1,097

16

267

56

446

27

131

67

Table 40. 2009 counts on MAP results for unbound material tests by project, project layer, and test.

s

State Code

Project ID

Project Layer

Layer Type

Material Code

Thickness

Sieve Analysis

Hydrometer

Atterberg Limits

Resilient Modulus

Specific Gravity

DCP

Min

Max

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

1

0100

A

SS

145

 

 

4

0

4

0

4

0

2

1

3

0

7

0

1

0100

C

SS

114

 

 

11

0

11

0

11

0

7

0

7

0

27

0

1

0100

D

SS

143

 

 

2

1

2

1

2

1

2

1

2

1

13

0

1

0100

E

GB

303

4

12

9

0

0

0

9

0

3

0

3

0

29

0

1

0500

A

SS

214

 

 

10

0

10

0

10

0

3

0

2

1

10

0

1

0500

B

GS

310

5.4

6

14

0

0

0

14

0

8

0

4

0

11

0

1

0500

C

GB

308

10.4

10.7

8

0

0

0

8

0

5

0

2

1

4

0

1

0500

D

GB

304

10.6

11

10

0

0

0

10

0

3

0

1

2

7

0

1

0500

K

SS

216

 

 

3

0

3

0

3

0

1

2

1

2

1

2

1

0600

A

SS

114

 

 

4

0

4

0

4

0

3

0

3

0

5

0

1

0600

B

SS

266

 

 

6

0

6

0

6

0

3

0

3

0

3

0

1

0600

C

GB

303

6

6.3

8

0

0

0

8

0

3

0

3

0

8

0

4

0100

A

SS

211

 

 

4

0

4

0

4

0

3

0

1

2

3

0

4

0100

B

SS

215

132

132

7

0

7

0

7

0

4

0

1

2

6

0

4

0100

C

SS

217

 

 

2

1

2

1

2

1

0

3

1

2

1

2

4

0100

D

SS

261

 

 

7

0

7

0

7

0

4

0

3

0

5

0

4

0100

E

GB

304

3.8

12

5

0

0

0

5

0

4

0

3

0

10

0

4

0100

O

GS

304

5.5

5.5

1

2

0

0

1

2

0

3

0

3

0

3

4

0200

A

SS

214

 

 

1

2

1

2

1

2

1

2

0

3

0

3

4

0200

B

SS

215

 

 

6

0

5

0

6

0

4

0

3

0

8

0

4

0200

C

SS

217

 

 

9

0

5

0

10

0

4

0

3

0

4

0

4

0200

D

GB

304

3.5

6.8

8

0

0

0

7

0

7

0

3

0

8

0

4

0500

A

SS

265

 

 

8

0

6

0

8

0

5

0

5

0

19

0

4

0500

C

GB

308

12.8

20.7

12

0

0

0

12

0

3

0

5

0

19

0

4

0600

A

SS

287

 

 

0

3

0

3

0

3

0

3

0

3

0

3

4

0600

B

SS

215

72

72

0

3

0

3

0

3

0

3

0

3

0

3

4

0600

C

GS

307

6.2

21.6

2

1

0

0

2

1

1

2

0

3

0

3

4

0600

D

GS

302

6.4

9.7

4

0

0

0

4

0

2

1

0

3

0

3

4

0600

L

SS

267

 

 

1

2

1

2

1

2

0

3

0

3

0

3

4

0600

M

SS

217

 

 

1

2

1

2

1

2

1

2

0

3

0

3

4

0600

N

SS

117

 

 

1

2

1

2

1

2

1

2

0

3

0

3

5

0100

A

SS

214

 

 

8

0

8

0

8

0

0

3

1

2

4

0

5

0100

B

SS

204

 

 

2

1

2

1

2

1

0

3

2

1

5

0

5

0100

C

GB

303

3.5

12.1

0

3

0

0

0

3

0

3

0

3

2

1

5

0100

I

GB

302

8.1

11

3

0

0

0

3

0

2

1

3

0

2

1

See notes at end of table.

Table 40. 2009 counts on MAP results for unbound material tests by project, project layer, and test-Continued.

State Code

Project ID

Project Layer

Layer Type

Material Code

Thickness

Sieve Analysis

Hydrometer

Atterberg Limits

Resilient Modulus

Specific Gravity

DCP

Min

Max

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

5

0200

A

SS

215

144

144

3

0

1

2

2

1

0

3

0

3

1

2

5

0200

B

SS

217

30

84

3

0

3

0

3

0

1

2

2

1

4

0

5

0200

C

SS

255

121

121

1

2

1

2

1

2

0

3

0

3

2

1

5

0200

D

SS

267

126

126

2

1

2

1

2

1

0

3

0

3

3

0

5

0200

F

GB

350

4

6

0

3

0

0

0

3

0

3

0

3

4

0

5

0200

L

GB

303

4.1

11

3

0

0

0

3

0

1

2

3

0

6

0

5

0200

M

GB

308

8.7

10

2

1

0

0

2

1

0

3

0

3

2

1

5

0200

N

SS

114

 

 

5

0

1

2

3

0

0

3

1

2

1

2

5

0200

O

SS

109

 

 

3

0

1

2

3

0

0

3

0

3

1

2

5

0800

A

SS

108

 

 

8

0

6

0

10

0

4

0

4

0

2

1

5

0800

B

SS

107

 

 

4

0

2

1

2

1

0

3

2

1

1

2

5

0800

C

SS

102

 

 

2

1

2

1

2

1

2

1

0

3

1

2

5

0800

F

GB

303

7.3

12.7

6

0

0

0

6

0

3

0

3

0

4

0

5

A600

A

SS

131

 

 

1

2

1

2

1

2

1

2

1

2

2

1

5

A600

F

SS

101

 

 

2

1

2

1

2

1

2

1

1

2

3

0

5

A600

G

SS

114

 

 

6

0

6

0

6

0

4

0

4

0

3

0

6

0200

A

SS

214

 

 

4

0

4

0

4

0

4

0

3

0

7

0

6

0200

B

SS

205

 

 

2

1

2

1

2

1

2

1

1

2

1

2

6

0200

C

SS

204

 

 

3

0

3

0

3

0

2

1

2

1

2

1

6

0200

D

GB

302

3.8

6.3

5

0

0

0

5

0

4

0

3

0

7

0

6

0500

A

SS

131

 

 

2

1

2

1

2

1

2

1

0

3

0

3

6

0500

B

SS

204

 

 

16

0

15

0

15

0

4

0

3

0

0

3

6

0500

D

SS

216

 

 

2

1

2

1

2

1

1

2

0

3

0

3

6

0500

E

GS

308

16.6

22.9

19

0

0

0

19

0

11

0

0

3

0

3

6

0600

B

SS

203

 

 

5

0

5

0

5

0

0

3

3

0

3

0

6

0600

C

SS

253

 

 

4

0

4

0

4

0

0

3

3

0

10

0

6

0800

A

SS

204

 

 

3

0

3

0

3

0

3

0

1

2

3

0

6

0800

B

GB

304

6.3

6.3

2

1

0

0

2

1

1

2

1

2

3

0

6

A800

A

SS

204

 

 

4

0

4

0

4

0

3

0

2

1

2

1

6

A800

B

GB

304

8.2

12.1

5

0

0

0

5

0

3

0

2

1

2

1

8

0200

A

SS

217

 

 

3

0

3

0

3

0

3

0

1

2

2

1

8

0200

C

SS

113

 

 

1

2

1

2

1

2

1

2

1

2

2

1

8

0200

D

SS

210

 

 

2

1

2

1

2

1

2

1

1

2

1

2

8

0200

E

SS

114

 

 

3

0

3

0

3

0

3

0

1

2

2

1

8

0200

F

SS

216

 

 

2

1

2

1

2

1

2

1

0

3

2

1

See notes at end of table.

Table 40. 2009 counts on MAP results for unbound material tests by project, project layer, and test-Continued.

State Code

Project ID

Project Layer

Layer Type

Material Code

Thickness

Sieve Analysis

Hydrometer

Atterberg Limits

Resilient Modulus

Specific Gravity

DCP

Min

Max

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

8

0200

G

SS

204

 

 

2

1

2

1

2

1

2

1

1

2

1

2

8

0200

H

SS

107

 

 

1

2

1

2

1

2

1

2

1

2

1

2

8

0200

I

SS

101

 

 

0

3

0

3

0

3

0

3

0

3

2

1

8

0200

J

GB

304

3.1

6

6

0

0

0

6

0

4

0

3

0

8

0

8

0500

A

SS

216

 

 

1

2

2

1

2

1

1

2

0

3

0

3

8

0500

B

SS

111

 

 

1

2

2

1

2

1

1

2

0

3

0

3

8

0500

C

SS

108

 

 

1

2

2

1

2

1

1

2

0

3

0

3

8

0800

A

SS

114

 

 

5

0

5

0

5

0

3

0

3

0

2

1

8

0800

B

SS

214

 

 

6

0

6

0

5

0

3

0

3

0

1

2

8

0800

D

GB

304

6.5

8

6

0

0

0

6

0

3

0

3

0

3

0

10

0100

A

SS

202

 

 

0

3

7

0

7

0

18

0

3

0

14

0

10

0100

B

GS

308

12

48

3

0

8

0

7

0

3

0

3

0

12

0

10

0100

C

GS

307

43

43

3

0

3

0

3

0

3

0

3

0

2

1

10

0100

D

GB

303

3.4

12.1

3

0

0

0

3

0

3

0

3

0

8

0

10

0200

A

SS

214

 

 

8

0

3

0

8

0

6

0

4

0

6

0

10

0200

B

SS

210

 

 

7

0

3

0

5

0

3

0

3

0

4

0

10

0200

C

SS

216

 

 

5

0

3

0

5

0

4

0

4

0

2

1

10

0200

D

GS

214

12

42

6

0

6

0

6

0

4

0

3

0

6

0

10

0200

E

GS

210

30

34

5

0

5

0

6

0

5

0

3

0

2

1

10

0200

F

GS

201

14

42

6

0

6

0

6

0

5

0

3

0

4

0

10

0200

G

GB

303

3.3

7.9

4

0

0

0

5

0

4

0

3

0

8

0

12

0100

A

SS

215

63.6

92.4

4

0

4

0

4

0

4

0

3

0

8

0

12

0100

B

SS

205

81.6

105.6

2

1

2

1

2

1

2

1

0

3

4

0

12

0100

C

GB

303

4

12.1

6

0

0

0

6

0

3

0

3

0

7

0

12

0500

A

SS

202

 

 

5

0

5

0

5

0

1

2

3

0

12

0

12

0500

B

GS

308

17

18

6

0

0

0

6

0

1

2

3

0

12

0

12

0500

C

GB

303

8.8

10.7

7

0

0

0

7

0

3

0

3

0

12

0

13

0500

A

SS

215

66

234

5

0

5

0

5

0

5

0

3

0

15

0

13

0500

B

GS

308

13

15.5

3

0

0

0

3

0

3

0

3

0

15

0

17

0600

A

SS

131

 

 

6

0

6

0

6

0

3

0

3

0

8

0

17

0600

B

GB

302

7

8

6

0

0

0

6

0

3

0

3

0

8

0

18

0600

A

SS

113

 

 

5

0

5

0

5

0

5

0

6

0

39

0

19

0100

A

SS

101

 

 

3

0

3

0

3

0

3

0

3

0

1

2

19

0100

B

SS

104

 

 

3

0

3

0

3

0

3

0

3

0

7

0

See notes at end of table.

Table 40. 2009 counts on MAP results for unbound material tests by project, project layer, and test-Continued.

State Code

Project ID

Project Layer

Layer Type

Material Code

Thickness

Sieve Analysis

Hydrometer

Atterberg Limits

Resilient Modulus

Specific Gravity

DCP

Min

Max

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

19

0100

C

SS

107

 

 

3

0

3

0

3

0

3

0

3

0

2

1

19

0100

D

SS

108

 

 

0

3

0

3

0

3

0

3

0

3

0

3

19

0100

E

SS

131

 

 

4

0

4

0

4

0

4

0

4

0

1

2

19

0100

F

GS

104

12

25

7

0

7

0

7

0

3

0

3

0

6

0

19

0100

G

GS

108

24

26

5

0

5

0

5

0

3

0

3

0

5

0

19

0100

H

GB

303

4

12

6

0

0

0

6

0

3

0

3

0

6

0

19

0200

A

SS

108

 

 

2

1

2

1

2

1

6

0

3

0

7

0

19

0200

B

SS

114

 

 

7

0

7

0

7

0

4

0

3

0

5

0

19

0200

C

GS

108

24

24

4

0

4

0

4

0

3

0

3

0

3

0

19

0200

D

GS

114

21

38

8

0

8

0

8

0

3

0

3

0

9

0

19

0200

E

GB

303

3.6

6.3

3

0

0

0

3

0

3

0

3

0

8

0

19

0600

A

SS

113

 

 

4

0

4

0

4

0

6

0

4

0

8

0

19

0600

B

GB

302

4

8

6

0

1

0

6

0

3

0

3

0

8

0

20

0200

A

SS

131

 

 

10

0

18

0

18

0

4

0

3

0

30

0

20

0200

E

GB

303

3.9

6.1

9

0

0

0

8

0

4

0

3

0

18

0

22

0100

A

SS

102

 

 

4

0

3

0

4

0

4

0

6

0

11

0

22

0100

C

GS

133

11.5

12

1

2

1

0

1

2

0

3

3

0

2

1

22

0100

E

GB

303

4.1

13.2

0

3

0

0

0

3

4

0

0

3

6

0

22

0100

J

GS

143

8

12.6

4

0

2

0

4

0

3

0

3

0

4

0

22

0100

K

GS

131

9

12

2

1

2

0

2

1

1

2

3

0

3

0

22

0100

L

GS

141

11

12

1

2

1

0

1

2

1

2

0

3

2

1

23

0500

A

SS

216

 

 

3

0

9

0

3

0

3

0

3

0

0

3

23

0500

B

SS

214

 

 

1

2

1

2

1

2

1

2

0

3

0

3

23

0500

C

GS

302

9

9

10

0

0

0

4

0

2

1

3

0

0

3

23

0500

D

GB

304

4

4.6

11

0

0

0

5

0

2

1

3

0

0

3

24

0500

A

SS

141

78

198

8

0

8

0

8

0

3

0

3

0

20

0

24

0500

C

GS

303

5.1

6.5

8

0

0

0

8

0

3

0

3

0

20

0

26

0100

A

SS

113

 

 

7

0

7

0

7

0

5

0

3

0

5

0

26

0100

C

GS

306

12

12

1

2

0

0

1

2

1

2

0

3

0

3

26

0100

D

GB

303

4

8

5

0

0

0

5

0

4

0

3

0

1

2

26

0100

E

GB

304

4

4

1

2

0

0

1

2

1

2

0

3

0

3

26

0200

A

SS

113

 

 

4

0

4

0

4

0

3

0

3

0

2

1

26

0200

B

SS

131

 

 

14

0

10

0

15

0

5

0

3

0

4

0

26

0200

C

GS

131

13.5

18.5

16

0

10

0

16

0

4

0

3

0

6

0

26

0200

D

GB

303

4

6.2

12

0

0

0

10

0

3

0

3

0

5

0

See notes at end of table.

Table 40. 2009 counts on MAP results for unbound material tests by project, project layer, and test-Continued.

State Code

Project ID

Project Layer

Layer Type

Material Code

Thickness

Sieve Analysis

Hydrometer

Atterberg Limits

Resilient Modulus

Specific Gravity

DCP

Min

Max

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

27

0500

A

SS

216

 

 

7

0

3

0

7

0

3

0

3

0

37

0

27

0500

C

GS

302

10.8

12.6

7

0

0

0

7

0

3

0

3

0

37

0

27

0500

D

GB

304

4.7

5.4

7

0

0

0

7

0

2

1

3

0

37

0

28

0800

A

SS

217

 

 

6

0

6

0

6

0

2

1

3

0

1

2

28

0800

B

GB

308

9

9

4

0

0

0

4

0

1

2

0

3

1

2

28

0800

F

GB

306

13

13

2

1

0

0

2

1

2

1

0

3

1

2

28

0800

G

SS

104

 

 

6

0

6

0

6

0

3

0

3

0

1

2

29

0500

A

SS

266

 

 

9

0

9

0

6

0

3

0

3

0

4

0

29

0500

B

GB

303

4

6

6

0

0

0

6

0

3

0

3

0

4

0

29

0600

A

SS

113

 

 

16

0

8

0

15

0

8

0

3

0

4

0

29

0600

B

GB

303

3.4

6

10

0

0

0

10

0

3

0

3

0

4

0

29

0800

A

SS

111

 

 

5

0

5

0

5

0

3

0

3

0

1

2

29

0800

B

SS

112

 

 

13

0

13

0

13

0

3

0

3

0

3

0

29

0800

C

GB

303

6.3

11.5

9

0

0

0

9

0

9

0

3

0

4

0

29

A600

A

SS

112

 

 

7

0

7

0

7

0

3

0

3

0

4

0

29

A600

B

SS

115

 

 

4

0

4

0

4

0

3

0

3

0

4

0

29

A600

C

GB

303

3.8

4.5

7

0

0

0

7

0

4

0

3

0

8

0

29

A800

A

SS

103

 

 

7

0

8

0

8

0

0

3

0

3

0

3

29

A800

B

GB

303

6

12.3

4

0

0

0

4

0

2

1

0

3

0

3

30

0100

A

SS

204

 

 

11

0

11

0

11

0

10

0

3

0

22

0

30

0100

B

GB

304

4.2

12.5

3

0

0

0

3

0

3

0

3

0

13

0

30

0800

A

SS

254

 

 

6

0

6

0

6

0

3

0

3

0

3

0

30

0800

B

GB

304

7.1

12

3

0

0

0

3

0

3

0

3

0

3

0

32

0100

A

SS

214

 

 

3

0

3

0

3

0

3

0

3

0

6

0

32

0100

B

SS

216

 

 

3

0

3

0

3

0

3

0

3

0

6

0

32

0100

D

GS

308

14.4

24.6

9

0

6

0

9

0

3

0

3

0

12

0

32

0100

E

GB

304

3.6

12.1

4

0

0

0

4

0

3

0

3

0

7

0

34

0500

A

SS

216

 

 

4

0

5

0

5

0

3

0

1

2

7

0

34

0500

B

GS

308

15

66

4

0

0

0

4

0

3

0

2

1

6

0

34

0500

C

GS

308

4

41

4

0

0

0

2

1

2

1

2

1

6

0

34

0500

D

GB

302

10

11.3

5

0

0

0

7

0

3

0

2

1

8

0

34

0500

O

SS

214

 

 

3

0

3

0

3

0

3

0

3

0

1

2

35

0100

A

SS

114

 

 

1

2

1

2

1

2

1

2

0

3

1

2

35

0100

B

SS

103

 

 

10

0

10

0

10

0

9

0

4

0

5

0

35

0100

D

SS

115

 

 

3

0

3

0

3

0

3

0

1

2

3

0

See notes at end of table.

Table 40. 2009 counts on MAP results for unbound material tests by project, project layer, and test-Continued.

State Code

Project ID

Project Layer

Layer Type

Material Code

Thickness

Sieve Analysis

Hydrometer

Atterberg Limits

Resilient Modulus

Specific Gravity

DCP

Min

Max

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

35

0100

E

SS

109

132

132

1

2

1

2

1

2

1

2

0

3

1

2

35

0100

G

SS

102

 

 

0

3

0

3

0

3

1

2

0

3

1

2

35

0100

I

GB

303

2.9

8

0

3

0

0

0

3

0

3

0

3

4

0

35

0100

O

GB

304

7.7

12.2

6

0

0

0

6

0

0

3

3

0

3

0

35

0100

P

SS

120

 

 

2

1

2

1

2

1

2

1

1

2

1

2

35

0500

A

SS

216

 

 

4

0

4

0

4

0

2

1

2

1

6

0

35

0500

B

GB

308

8

16

5

0

0

0

5

0

2

1

3

0

8

0

35

0500

K

SS

217

 

 

2

1

2

1

2

1

1

2

1

2

3

0

35

0500

L

GB

307

12.7

12.7

1

2

0

0

1

2

1

2

0

3

1

2

35

0800

A

SS

216

 

 

2

1

2

1

2

1

1

2

1

2

1

2

35

0800

B

GB

308

9.7

12.7

6

0

0

0

6

0

3

0

3

0

2

1

35

0800

D

SS

217

 

 

4

0

4

0

4

0

2

1

2

1

1

2

36

0800

A

SS

214

156

168

5

0

7

0

7

0

3

0

3

0

11

0

36

0800

C

SS

216

156

156

4

0

3

0

4

0

3

0

3

0

8

0

36

0800

D

GB

304

8.4

12.5

6

0

0

0

6

0

3

0

3

0

19

0

37

0200

A

SS

101

 

 

4

0

3

0

3

0

3

0

3

0

2

1

37

0200

B

SS

135

 

 

3

0

3

0

3

0

3

0

3

0

1

2

37

0200

C

SS

145

 

 

8

0

5

0

6

0

4

0

3

0

7

0

37

0200

D

SS

148

 

 

4

0

3

0

3

0

3

0

3

0

2

1

37

0200

F

GS

306

7

7

3

0

0

0

3

0

3

0

3

0

2

1

37

0200

G

GB

303

3.8

9.3

6

0

0

0

6

0

3

0

3

0

8

0

37

0800

A

SS

201

 

 

3

0

3

0

3

0

3

0

3

0

1

2

37

0800

B

SS

214

 

 

4

0

4

0

4

0

4

0

3

0

1

2

37

0800

C

GB

304

6.8

11.5

7

0

0

0

4

0

3

0

3

0

2

1

38

0200

A

SS

101

 

 

8

0

8

0

8

0

7

0

3

0

12

0

38

0200

B

GS

101

18

18

11

0

11

0

12

0

3

0

3

0

12

0

38

0200

C

GB

303

4

6.3

4

0

0

0

4

0

4

0

3

0

8

0

38

0200

F

GB

350

8

8

0

3

0

0

0

3

0

3

0

3

0

3

39

0100

A

SS

131

 

 

7

0

7

0

7

0

4

0

3

0

10

0

39

0100

B

GB

303

3.8

12

4

0

0

0

3

0

3

0

3

0

7

0

39

0200

A

SS

131

239

239

10

0

11

0

10

0

4

0

3

0

12

0

39

0200

B

GS

131

15

30

4

0

3

0

3

0

3

0

3

0

2

1

39

0200

C

GB

303

3.8

6.3

5

0

0

0

5

0

4

0

3

0

8

0

39

0800

A

SS

131

 

 

4

0

5

0

5

0

1

2

1

2

2

1

See notes at end of table.

Table 40. 2009 counts on MAP results for unbound material tests by project, project layer, and test-Continued.

State Code

Project ID

Project Layer

Layer Type

Material Code

Thickness

Sieve Analysis

Hydrometer

Atterberg Limits

Resilient Modulus

Specific Gravity

DCP

Min

Max

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

39

0800

B

GS

131

24

36

5

0

3

0

3

0

4

0

3

0

2

1

39

0800

C

GB

303

6.1

6.1

2

1

0

0

2

1

2

1

1

2

2

1

40

0100

B

SS

216

6

204

5

0

6

0

5

0

9

0

3

0

13

0

40

0100

E

GB

303

3.6

11

3

0

0

0

3

0

3

0

3

0

8

0

40

0500

A

SS

216

 

 

3

0

3

0

3

0

3

0

3

0

4

0

40

0500

B

SS

217

 

 

3

0

3

0

3

0

3

0

3

0

6

0

40

0600

A

SS

101

 

 

4

0

4

0

4

0

4

0

3

0

5

0

40

0600

B

GB

309

15.5

15.5

1

2

1

0

1

2

1

2

0

3

1

2

40

0600

I

SS

108

 

 

2

1

2

1

2

1

2

1

0

3

2

1

40

0600

J

GB

310

12.5

16.5

5

0

2

0

5

0

5

0

3

0

6

0

42

0600

A

SS

141

96

120

4

0

4

0

4

0

3

0

3

0

3

0

42

0600

B

GB

303

8.9

13.5

6

0

0

0

6

0

3

0

3

0

3

0

46

0600

A

SS

102

 

 

6

0

17

0

15

0

6

0

3

0

8

0

46

0800

A

SS

131

 

 

6

0

12

0

6

0

7

0

3

0

2

1

46

0800

D

GB

303

3

12

9

0

0

0

7

0

3

0

3

0

2

1

47

0600

A

SS

204

 

 

1

2

1

2

1

2

2

1

0

3

0

3

47

0600

B

SS

102

 

 

1

2

1

2

1

2

2

1

0

3

0

3

47

0600

C

SS

114

 

 

1

2

1

2

1

2

2

1

0

3

0

3

48

0100

A

SS

204

 

 

9

0

9

0

9

0

9

0

3

0

12

0

48

0100

B

SS

214

 

 

1

2

1

2

1

2

1

2

0

3

0

3

48

0100

D

GB

303

1.7

12.2

6

0

0

0

6

0

5

0

3

0

7

0

48

0100

H

GB

350

7.3

9.7

1

2

0

0

1

2

1

2

0

3

0

3

48

0100

I

GB

337

8

10.3

1

2

0

0

1

2

0

3

0

3

0

3

48

0100

K

GB

337

13

13.5

1

2

0

0

1

2

1

2

0

3

0

3

48

0100

L

GB

350

8.4

10.6

1

2

0

0

1

2

0

3

0

3

0

3

48

0800

A

SS

113

 

 

2

1

2

1

2

1

3

0

1

2

2

1

48

0800

B

GS

338

9.9

10

3

0

3

0

3

0

1

2

3

0

4

0

48

0800

C

GB

302

8.8

10.7

3

0

0

0

3

0

3

0

3

0

4

0

48

0800

F

SS

114

 

 

1

2

1

2

1

2

2

1

2

1

2

1

48

A500

A

SS

103

 

 

6

0

6

0

6

0

3

0

3

0

5

0

48

A800

A

SS

216

39.6

39.6

4

0

4

0

4

0

2

1

2

1

4

0

48

A800

B

GB

303

5

6

5

0

0

0

5

0

3

0

3

0

7

0

48

A800

D

SS

133

54

54

2

1

2

1

2

1

1

2

1

2

3

0

49

0800

A

SS

217

72

81.6

3

0

3

0

3

0

0

3

0

3

7

0

49

0800

B

GS

217

41.2

41.2

6

0

6

0

6

0

1

2

3

0

7

0

See notes at end of table.

Table 40. 2009 counts on MAP results for unbound material tests by project, project layer, and test-Continued.

State Code

Project ID

Project Layer

Layer Type

Material Code

Thickness

Sieve Analysis

Hydrometer

Atterberg Limits

Resilient Modulus

Specific Gravity

DCP

Min

Max

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

49

0800

C

GB

304

7.8

12

3

0

0

0

3

0

3

0

3

0

7

0

51

0100

A

SS

106

 

 

3

0

3

0

3

0

3

0

3

0

3

0

51

0100

C

SS

133

 

 

3

0

3

0

3

0

3

0

3

0

1

2

51

0100

D

SS

134

 

 

3

0

3

0

3

0

3

0

3

0

1

2

51

0100

E

SS

137

 

 

3

0

3

0

3

0

5

0

3

0

4

0

51

0100

F

SS

141

 

 

0

3

0

3

0

3

0

3

0

3

0

3

51

0100

H

SS

147

 

 

4

0

4

0

4

0

3

0

3

0

2

1

51

0100

J

GB

303

3.4

12.5

6

0

0

0

6

0

3

0

3

0

6

0

53

0200

A

SS

143

2.5

132

0

3

0

3

0

3

0

3

0

3

11

0

53

0200

B

SS

141

14.4

133

2

1

1

2

2

1

1

2

0

3

2

1

53

0200

C

GS

282

14.4

21.6

0

3

0

0

0

3

0

3

0

3

9

0

53

0200

D

GS

143

33

69.7

8

0

5

0

8

0

3

0

3

0

10

0

53

0200

E

GS

141

51.3

51.3

2

1

2

0

2

1

2

1

3

0

1

2

53

0200

F

GB

303

2

6.9

5

0

0

0

5

0

3

0

3

0

9

0

53

0800

A

SS

114

 

 

2

1

2

1

2

1

0

3

0

3

2

1

53

0800

B

SS

214

 

 

1

2

1

2

1

2

0

3

0

3

1

2

53

0800

C

GS

303

36

36

6

0

0

0

3

0

1

2

0

3

3

0

53

0800

D

GS

303

2.4

2.4

6

0

0

0

3

0

1

2

0

3

3

0

53

0800

E

GB

303

8

11.7

9

0

0

0

6

0

6

0

3

0

3

0

53

A800

A

SS

145

 

 

6

0

3

0

6

0

2

1

0

3

3

0

53

A800

B

GS

145

35.8

35.8

1

2

1

0

1

2

1

2

1

2

1

2

53

A800

C

GS

143

90.8

90.8

3

0

3

0

3

0

3

0

2

1

2

1

53

A800

D

GB

303

4.5

4.7

5

0

0

0

5

0

3

0

3

0

3

0

55

0100

A

SS

205

 

 

1

2

1

2

1

2

0

3

0

3

6

0

55

0100

B

GS

205

24

24

4

0

4

0

4

0

2

1

3

0

3

0

55

0100

C

SS

214

 

 

8

0

8

0

8

0

3

0

3

0

23

0

55

0100

D

GB

292

0.7

4.8

3

0

0

0

3

0

3

0

3

0

18

0

55

0100

E

GB

303

2.9

13.4

4

0

0

0

4

0

3

0

3

0

15

0

55

0100

F

GS

308

6.8

10

6

0

0

0

6

0

5

0

3

0

26

0

55

0200

A

SS

209

 

 

4

0

4

0

4

0

0

3

3

0

9

0

55

0200

B

GS

210

24

24

4

0

3

0

4

0

4

0

3

0

8

0

55

0200

C

SS

211

 

 

11

0

11

0

11

0

4

0

4

0

27

0

55

0200

D

GS

211

18

24

8

0

7

0

8

0

3

0

3

0

13

0

55

0200

E

SS

215

 

 

6

0

6

0

6

0

5

0

5

0

3

0

55

0200

F

GB

292

0.8

3

3

0

0

0

3

0

3

0

3

0

12

0

See notes at end of table.

Table 40. 2009 counts on MAP results for unbound material tests by project, project layer, and test-Continued.

State Code

Project ID

Project Layer

Layer Type

Material Code

Thickness

Sieve Analysis

Hydrometer

Atterberg Limits

Resilient Modulus

Specific Gravity

DCP

Min

Max

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

55

0200

G

GB

303

3.2

7.9

4

0

0

0

4

0

4

0

3

0

29

0

55

0200

H

GS

308

7.8

10

8

0

0

0

8

0

8

0

3

0

15

0

55

0800

A

SS

215

 

 

3

0

6

0

6

0

2

1

3

0

6

0

55

0800

B

GB

302

8.7

11.9

6

0

0

0

6

0

3

0

3

0

6

0

81

0500

A

SS

267

 

 

4

0

3

0

4

0

3

0

3

0

8

0

81

0500

B

GS

308

11

15

6

0

0

0

6

0

3

0

3

0

8

0

83

0500

A

SS

132

 

 

4

0

4

0

3

0

3

0

3

0

2

1

83

0500

B

SS

214

 

 

5

0

5

0

3

0

3

0

3

0

3

0

83

0500

C

SS

145

 

 

4

0

4

0

3

0

3

0

3

0

2

1

83

0500

D

SS

204

 

 

4

0

4

0

3

0

3

0

3

0

1

2

83

0500

E

GS

302

4

10

8

0

1

0

6

0

3

0

3

0

8

0

83

0500

F

GB

302

3.5

7

6

0

0

0

6

0

3

0

3

0

8

0

Totals

1,336

137

804

90

1,324

134

809

222

633

262

1,661

223

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

Table 41. 2009 counts on MAP results for AC treated base layer tests by project, project layer, and test.

State Code

Project ID

Project Layer

Thickness

TB01

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

Done

Need

1

0100

G

3.4

4.3

3

0

1

2

9

0

0

3

1

2

1

2

1

2

1

2

9

0

1

2

1

0100

H

3.7

12.4

3

0

5

0

5

0

3

0

5

0

5

0

5

0

5

0

5

0

5

0

4

0100

F

4

12.1

3

0

4

0

6

0

3

0

4

0

4

0

4

0

4

0

4

0

2

1

4

0100

G

3.8

4.6

3

0

3

0

6

0

0

3

3

0

3

0

3

0

0

3

3

0

0

3

4

0200

E

3.8

3.9

0

3

2

1

2

1

0

3

2

1

2

1

1

2

1

2

1

2

0

3

4

0200

F

3.8

4.4

3

0

2

1

6

0

0

3

2

1

2

1

2

1

0

3

3

0

0

3

5

0100

E

3.1

3.7

3

0

0

3

5

0

0

3

0

3

0

3

0

3

0

3

5

0

0

3

5

0100

F

3.8

12

3

0

8

0

8

0

6

0

5

0

5

0

5

0

5

0

8

0

3

0

5

0200

G

2.3

3.9

3

0

0

3

6

0

0

3

0

3

0

3

0

3

0

3

6

0

0

3

6

0200

E

3.4

3.8

0

3

3

0

6

0

3

0

3

0

3

0

3

0

0

3

3

0

3

0

8

0200

K

3.8

4.6

3

0

6

0

9

0

0

3

3

0

3

0

3

0

0

3

6

0

3

0

8

0500

D

1

4.1

3

0

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

10

0100

G

4.1

12.3

27

0

3

0

4

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

10

0100

H

3.4

4.2

18

0

3

0

5

0

0

3

3

0

3

0

3

0

0

3

3

0

3

0

10

0200

H

3.7

4.7

12

0

3

0

6

0

0

3

3

0

3

0

3

0

0

3

3

0

3

0

12

0100

E

3.5

4

18

0

3

0

4

0

0

3

3

0

3

0

3

0

3

0

4

0

0

3

12

0100

F

4

12.3

12

0

3

0

6

0

5

0

3

0

3

0

3

0

3

0

3

0

3

0

13

0500

C

11.2

15.7

3

0

3

0

3

0

0

3

3

0

3

0

3

0

3

0

3

0

3

0

18

0600

B

3.4

4.2

4

0

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

19

0100

I

4.1

4.8

15

0

8

0

6

0

0

3

6

0

6

0

6

0

2

1

6

0

6

0

19

0100

J

3.2

12.4

21

0

2

1

4

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

19

0200

F

3.4

4.9

12

0

3

0

6

0

1

2

3

0

3

0

3

0

0

3

3

0

0

3

20

0200

D

3.7

3.8

11

0

9

0

9

0

0

3

3

0

3

0

3

0

0

3

8

0

3

0

22

0100

F

3.6

4.2

12

0

3

0

6

0

0

3

3

0

3

0

6

0

2

1

3

0

3

0

22

0100

G

3.5

10.9

0

3

2

1

6

0

2

1

3

0

3

0

3

0

1

2

3

0

3

0

26

0100

F

3.5

4

6

0

0

3

3

0

0

3

0

3

0

3

0

3

0

3

3

0

0

3

26

0100

G

4.8

12.5

15

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

26

0200

E

4.1

4.3

9

0

0

3

6

0

3

0

0

3

0

3

0

3

0

3

6

0

0

3

26

0200

F

4

4

0

3

0

3

1

2

0

3

0

3

0

3

0

3

0

3

1

2

0

3

30

0100

C

4.2

4.7

0

3

0

3

4

0

0

3

0

3

0

3

0

3

0

3

4

0

0

3

30

0100

D

4.3

13.7

10

0

3

0

6

0

3

0

4

0

4

0

3

0

3

0

3

0

3

0

32

0100

F

4

4.5

17

0

3

0

7

0

0

3

3

0

3

0

3

0

0

3

4

0

0

3

32

0100

G

4.2

12.4

22

0

3

0

6

0

3

0

6

0

6

0

3

0

3

0

3

0

2

1

35

0100

J

3.2

4.6

12

0

0

3

7

0

0

3

0

3

0

3

0

3

0

3

7

0

0

3

35

0100

K

4.1

11.7

14

0

3

0

4

0

3

0

3

0

3

0

3

0

3

0

4

0

3

0

37

0200

H

4.4

5.5

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

3

37

0200

I

3.6

5.6

7

0

0

3

3

0

0

3

0

3

0

3

0

3

0

3

3

0

0

3

Table 41. 2009 counts on MAP results for AC treated base layer tests by project, project layer, and test-Continued.

State Code

Project ID

Project Layer

Thickness

TB01

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

Done

Need

38

0200

E

3.8

4.1

12

0

3

0

3

0

0

3

3

0

3

0

3

0

3

0

3

0

3

0

39

0100

C

3.9

4.3

6

0

3

0

6

0

3

0

3

0

3

0

3

0

0

3

3

0

3

0

39

0100

D

3.7

12.2

12

0

15

0

3

0

4

0

3

0

3

0

3

0

3

0

3

0

3

0

39

0200

E

3.8

4.4

12

0

3

0

7

0

0

3

3

0

3

0

3

0

0

3

4

0

3

0

40

0100

F

3.9

11.7

12

0

3

0

3

0

5

0

3

0

3

0

3

0

3

0

3

0

3

0

40

0100

G

4

4.8

21

0

3

0

6

0

0

3

3

0

3

0

3

0

0

3

3

0

3

0

40

0500

C

7.3

9.5

27

0

3

0

6

0

2

1

3

0

3

0

3

0

3

0

5

0

3

0

48

0100

F

4

10.9

15

0

3

0

3

0

1

2

3

0

3

0

3

0

3

0

3

0

4

0

48

0100

G

3

4.8

20

0

3

0

6

0

0

3

3

0

3

0

3

0

1

2

3

0

0

3

51

0100

K

3.9

12.5

21

0

3

0

6

0

3

0

3

0

3

0

2

1

3

0

3

0

3

0

51

0100

L

3.4

4.4

18

0

3

0

6

0

0

3

3

0

3

0

3

0

0

3

4

0

3

0

53

0200

G

3.5

3.9

12

0

3

0

7

0

0

3

3

0

3

0

3

0

0

3

4

0

0

3

53

0200

I

2.8

2.8

0

3

1

2

1

2

1

2

2

1

2

1

1

2

1

2

1

2

0

3

55

0100

G

4.6

12.3

34

0

3

0

6

0

3

0

3

0

3

0

3

0

3

0

3

0

3

0

55

0100

H

3.1

4.7

18

0

2

1

4

0

0

3

3

0

3

0

3

0

0

3

3

0

3

0

55

0200

I

3.3

3.9

12

0

3

0

6

0

0

3

3

0

3

0

3

0

0

3

3

0

3

0

81

0500

C

0

2.9

28

0

3

0

3

0

0

3

3

0

3

0

3

0

3

0

3

0

3

0

Totals

587

21

154

42

265

14

66

104

136

38

136

38

132

41

74

93

193

15

104

64

Table 42. 2009 counts on MAP results for PCC treated base layer tests by project, project layer, and test.

State Code

Project ID

Project Layer

Thickness

TB01

PC01

PC02

PC03

PC04

PC08

Min

Max

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

Done

Need

4

0200

G

6.1

6.2

3

0

31

0

3

0

0

2

3

0

3

0

4

0600

E

2.7

4.9

4

0

0

3

0

3

0

2

0

3

0

3

5

0200

H

6.1

7

1

2

11

0

3

0

0

2

4

0

3

0

5

A600

B

6

6.4

6

0

3

0

0

3

0

2

0

3

0

3

6

0200

F

5.9

6.6

0

3

34

0

0

3

0

2

3

0

3

0

6

0500

F

3.8

5.8

0

3

0

3

0

3

0

2

0

3

0

3

6

0600

D

3.9

5.5

38

0

3

0

1

2

0

2

3

0

2

1

8

0200

L

6.1

6.7

3

0

52

0

3

0

0

2

3

0

3

0

10

0100

E

5.6

5.6

0

3

0

3

0

3

0

2

0

3

0

3

10

0200

I

5.5

6.9

14

0

41

0

3

0

0

2

4

0

4

0

19

0200

G

6.2

6.6

9

0

36

0

3

0

0

2

3

0

3

0

20

0200

B

6

6

0

3

0

3

0

3

0

2

0

3

0

3

20

0200

F

5.7

5.7

0

3

1

2

0

3

0

2

3

0

3

0

20

0200

G

5.9

6.5

12

0

45

0

4

0

0

2

3

0

3

0

22

0100

M

6

6

0

3

0

3

0

3

0

2

0

3

0

3

24

0500

B

5.9

8.9

2

1

0

3

0

3

0

2

0

3

0

3

24

0500

D

3.4

4.3

34

0

3

0

3

0

0

2

3

0

3

0

26

0200

G

5.8

6.3

17

0

34

0

3

0

0

2

3

0

3

0

37

0200

J

5.6

6.7

12

0

15

0

3

0

0

2

3

0

3

0

38

0200

D

6.4

6.6

12

0

32

0

3

0

0

2

3

0

3

0

39

0200

D

4

4.2

0

3

0

3

0

3

0

2

0

3

0

3

39

0200

F

5.9

6.3

12

0

35

0

3

0

0

2

3

0

3

0

46

0600

B

3.4

5.5

23

0

5

0

2

1

0

2

1

2

3

0

47

0600

D

6

7.5

3

0

0

3

0

3

0

2

0

3

0

3

51

0100

M

6

6

0

3

0

3

0

3

0

2

0

3

0

3

53

0200

H

6.1

6.5

3

0

48

0

3

0

0

2

3

0

3

0

55

0200

J

6.5

6.5

3

0

3

0

2

1

0

2

0

3

1

2

55

0200

K

5.7

6.4

12

0

27

0

3

0

0

2

3

0

3

0

Totals

223

27

459

29

45

40

0

56

51

35

52

33

 

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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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