U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000


Skip to content U.S. Department of Transportation/Federal Highway AdministrationU.S. Department of Transportation/Federal Highway Administration

Accelerating Innovation

FHWA Home / Accelerating Innovation / Every Day Counts / Safety Edge Demonstration Project – Menominee County, Wisconsin - Page 3

Safety Edge Demonstration Project – Menominee County, Wisconsin - Page 3

 Previous Table of Contents  

APPENDIX A DATA TABLES

This section of the field report provides a listing of the field measurements recorded during the paving operations. These data are also included in the detailed evaluation forms.

Table 1. Safety EdgeSM Slope Measurements.
Section Station Type of Device Edge Measurements
Width of Taper, in Thickness of Taper, in Slope, deg
1 823+12 TransTech 4.5 3.25 36
1 822+87 TransTech 4.625 3.25 35
1 822+62 TransTech 4.5 3.25 36
1 822+37 TransTech 4.75 3 32
1 822+12 TransTech 4.5 3.125 35
1 821+87 TransTech 4.875 3.125 33
1 821+62 TransTech 4.25 3.125 36
1 821+37 TransTech 4.625 3.25 35
1 821+12 TransTech 4.75 3.5 36
1 820+87 TransTech 5.25 3.375 33
1 820+62 TransTech 4 2.75 35
1 820+37 TransTech 4 2.875 36
1 820+12 TransTech 3.875 3 38
1 819+87 TransTech 3.75 2.75 36
1 819+62 TransTech 3.75 2.75 36
1 819+37 TransTech 3.75 2.875 37
1 819+12 TransTech 4 2.875 36
1 818+87 TransTech 3.75 3 39
1 818+62 TransTech 3.75 2.625 35
1 818+37 TransTech 3.5 2.75 38
1 818+12 TransTech 3.875 2.75 35
1 817+87 TransTech 4.25 3 35
1 817+62 TransTech 4.25 2.875 34
1 817+37 TransTech 4.375 3 34
1 817+12 TransTech 4.25 2.875 34
1 816+87 TransTech 4.25 3 35
1 816+62 TransTech 5 3.25 33
1 816+37 TransTech 4.5 3.125 35
1 816+12 TransTech 4.375 3.125 36
1 815+87 TransTech 4.375 3.25 37
1 815+62 TransTech 4.625 3.125 34
1 815+37 TransTech 4.625 3.125 34
1 815+12 TransTech 4 2.625 33
1 814+87 TransTech 4.25 3.625 40
1 814+62 TransTech 4.75 3.625 37
1 814+37 TransTech 5.625 3.625 33
1 814+12 TransTech 6 3.5 30
1 813+87 TransTech 5.25 3.375 33
1 813+62 TransTech 6 3.75 32
1 813+37 TransTech 6 3.75 32
1 813+12 TransTech 5.75 3.5 31
Mean Value 4.5 3.1 35
Standard Deviation 0.7 0.3 2.1
Coefficient of Variation, % 14.6 9.8 6.0
Table 1. Safety EdgeSM Slope Measurements (Continued)
Section Station Type of Device Edge Measurements
Width of Taper, in Thickness of Taper, in Slope, deg
2 809+00 Carlson Prototype #2 3.125 2.125 34
2 808+75 Carlson Prototype #2 3.25 2.125 33
2 808+50 Carlson Prototype #2 2.875 1.875 33
2 808+25 Carlson Prototype #2 3.125 2.125 34
2 808+00 Carlson Prototype #2 3 2 34
2 807+75 Carlson Prototype #2 3.125 2 33
2 807+50 Carlson Prototype #2 3.25 2.125 33
2 807+25 Carlson Prototype #2 3.375 2.125 32
2 807+00 Carlson Prototype #2 3.25 2.125 33
2 806+75 Carlson Prototype #2 3.5 2.25 33
2 806+50 Carlson Prototype #2 3.25 2 32
2 806+25 Carlson Prototype #2 3.125 2 33
2 806+00 Carlson Prototype #2 3.125 1.875 31
2 805+75 Carlson Prototype #2 3 1.75 30
2 805+50 Carlson Prototype #2 3.125 2 33
2 805+25 Carlson Prototype #2 3.125 2 33
2 805+00 Carlson Prototype #2 2.875 2.125 36
2 804+75 Carlson Prototype #2 3.25 2 32
2 804+50 Carlson Prototype #2 2.625 1.875 36
2 804+25 Carlson Prototype #2 2.625 1.875 36
2 804+00 Carlson Prototype #2 3.75 1.875 27
2 803+75 Carlson Prototype #2 3.125 2.375 37
2 803+50 Carlson Prototype #2 3 2.125 35
2 803+25 Carlson Prototype #2 2.375 1.875 38
2 803+00 Carlson Prototype #2 2.625 1.75 34
Mean Value 3.1 2.0 33
Standard Deviation 0.3 0.2 2.4
Coefficient of Variation, % 9.6 7.5 7.1
Table 1. Safety EdgeSM Slope Measurements (Continued)
Section Station Type of Device Edge Measurements
Width of Taper, in Thickness of Taper, in Slope, deg
3 800+00 Carlson Prototype #3 3.6 2.16 31
3 799+75 Carlson Prototype #3 3.84 2.4 32
3 799+50 Carlson Prototype #3 2.4 1.8 37
3 799+25 Carlson Prototype #3 2.4 1.92 39
3 799+00 Carlson Prototype #3 3 2.28 37
3 798+75 Carlson Prototype #3 2.4 1.92 39
3 798+50 Carlson Prototype #3 2.4 1.8 37
3 798+25 Carlson Prototype #3 2.4 2.04 40
3 798+00 Carlson Prototype #3 2.4 1.8 37
3 797+75 Carlson Prototype #3 3 2.52 40
3 797+50 Carlson Prototype #3 3 2.4 39
3 797+25 Carlson Prototype #3 2.4 1.92 39
3 797+00 Carlson Prototype #3 2.4 1.8 37
3 796+75 Carlson Prototype #3 3 1.92 33
3 796+50 Carlson Prototype #3 2.4 1.8 37
3 796+25 Carlson Prototype #3 3 2.52 40
3 796+00 Carlson Prototype #3 2.4 1.68 35
3 795+75 Carlson Prototype #3 3 2.16 36
3 795+50 Carlson Prototype #3 3 2.4 39
3 795+25 Carlson Prototype #3 3.6 2.64 36
3 795+00 Carlson Prototype #3 2.4 1.8 37
3 794+75 Carlson Prototype #3 2.4 1.68 35
3 794+50 Carlson Prototype #3 2.4 1.8 37
3 794+25 Carlson Prototype #3 2.4 1.68 35
3 794+00 Carlson Prototype #3 2.4 1.68 35
3 793+75 Carlson Prototype #3 3.6 2.4 34
3 793+50 Carlson Prototype #3 3 2.16 36
3 793+25 Carlson Prototype #3 3.6 2.64 36
3 793+00 Carlson Prototype #3 3 2.16 36
3 792+75 Carlson Prototype #3 2.4 1.68 35
3 792+50 Carlson Prototype #3 3.6 2.64 36
3 792+25 Carlson Prototype #3 3.6 2.76 37
3 792+00 Carlson Prototype #3 3 2.16 36
3 791+75 Carlson Prototype #3 3.6 2.52 35
3 791+50 Carlson Prototype #3 3 2.28 37
3 791+25 Carlson Prototype #3 2.4 1.56 33
3 791+00 Carlson Prototype #3 3 1.92 33
3 790+75 Carlson Prototype #3 3.6 2.16 31
3 790+50 Carlson Prototype #3 3.6 2.64 36
3 790+25 Carlson Prototype #3 3 1.92 33
3 790+00 Carlson Prototype #3 3 2.4 39
Mean Value 2.9 2.1 36
Standard Deviation 0.5 0.3 2.4
Coefficient of Variation, % 16.9 16.2 6.6
Table 2. Core Thickness Measurements.
Section Lane Direction Station Type of Section Core Thickness, inch
A — Adjacent to Edge B — 3 feet from Edge
1 Southbound 821+62 TransTech 3.11 --
1 Southbound 818+12 TransTech 3.15 3.79
1 Southbound 814+62 TransTech 2.38 --
2 Southbound 808+50 Carlson Prototype #2 2.48 2.84
2 Southbound 807+00 Carlson Prototype #2 2.46 3.35
2 Southbound 805+00 Carlson Prototype #2 3.12 3.60
3 Southbound 379+50 Carlson Prototype #3 1.83 2.91
3 Southbound 376+00 Carlson Prototype #3 2.78 1.62
3 Southbound 372+50 Carlson Prototype #3 1.99 3.80
4 Southbound 789+50 Control 1.67 2.79
4 Southbound 795+00 Control 2.81 2.83
4 Southbound 791+50 Control 4.63 5.05
Mean, in. 2.70 3.26
Standard Deviation, in.0.5 0.79 0.90
Coefficient of Variation, % 29.21 27.61
Table 3. Nuclear Density Adjustment Ratios; Core Density/Nuclear Density.
Section Lane Direction Station Type of Device Density of Cores Nuclear Density Values Adjustment Ratio
A – Adjacent to Edge B – Center of Lane A – Adjacent to Edge B – Center of Lane A – Adjacent to Edge B – Center of Lane
Mean Value, pcf 136.3 145.0 134.6 144.5 1.013 1.003
Standard Deviation, pcf 3.4 0.9 2.8 0.6 0.019 0.005
Coefficient of Variation, % 2.5 0.6 2.1 0.4 1.905 0.522
1 Southbound B21+62 TransTech 139.0 143.8 137.0 143.6 1.015 1.001
1 Southbound B18+12 TransTech 139.5 145.3 139.4 145.0 1.001 1.002
1 Southbound B14+62 TransTech 139.9 146.3 139.3 145.2 1.004 1.008
2 Southbound B08+50 Carlson Prototype #2 142.8 145.3 133.3 144.5 1.071 1.006
2 Southbound B07+00 Carlson Prototype #2 133.8 145.1 132.3 144.8 1.011 1.002
2 Southbound B05+00 Carlson Prototype #2 137.8 145.1 135.1 145.2 1.020 0.999
3 Southbound 379+50 Carlson Prototype #3 134.7 144.5 133.1 144.2 1.012 1.002
3 Southbound 376+00 Carlson Prototype #3 130.9 145.3 130.0 143.8 1.007 1.010
3 Southbound 372+50 Carlson Prototype #3 133.6 143.7 133.2 145.0 1.003 0.991
4 Southbound 798+50 Control 134.6 143.9 134.3 143.4 1.002 1.003
4 Southbound 795+00 Control 135.5 145.0 134.3 144.0 1.009 1.007
4 Southbound 791+50 Control 133.7 146.3 133.6 144.9 1.001 1.010

Table 4. Nuclear Gauge Readings.


Maximum Specific Gravity of Mix (Gmm): 2.466 Max. Density, pcf: 153.9

Adjustment Ratios for Nuclear Gauge: A= 1.013
Adjustment Ra B= 1.003

Section Lane Direction Station Type of Device Nuclear Densities, pcf Adjusted Nuclear Densities, pcf Edge Thickness from Cores, in. Air Voids, %
A – Adjacent to Edge B – Lane Center A – Adjacent to Edge B – Lane Center A – Adjacent to Edge B – Lane Center
1 SB 823+12 TransTech 134.5 142.8 136.25 143.29 11.5 6.9
1 SB 822+62 TransTech 134.5 141.3 136.25 141.79 11.5 7.9
1 SB 822+12 TransTech 137.3 144.7 139.09 145.20 9.6 5.6
1 SB 821+62 TransTech 137.6 143.6 139.39 144.10 3.11 9.4 6.4
1 SB 821+12 TransTech 136.9 146.1 138.68 146.61 9.9 4.7
1 SB 820+62 TransTech 131.3 146.0 133.01 146.51 13.6 4.8
1 SB 820+12 TransTech 133.7 145.1 135.44 145.60 12.0 5.4
1 SB 819+62 TransTech 137.3 147.4 139.09 147.91 9.6 3.9
1 SB 819+12 TransTech 134.7 144.2 136.45 144.70 11.3 6.0
1 SB 818+62 TransTech 135.1 144.4 136.86 144.90 11.1 5.8
1 SB 818+12 TransTech 139.4 145.0 141.21 145.50 3.146 8.2 5.4
1 SB 817+62 TransTech 133.0 144.9 134.73 145.40 12.4 5.5
1 SB 817+12 TransTech 134.0 143.9 135.74 144.40 11.8 6.2
1 SB 816+62 TransTech 135.2 146.5 136.96 147.01 11.0 4.5
1 SB 816+12 TransTech 133.9 146.3 135.64 146.81 11.9 4.6
1 SB 815+62 TransTech 134.1 144.7 135.84 145.20 11.7 5.6
1 SB 815+12 TransTech 131.2 144.8 132.91 145.30 13.6 5.6
1 SB 814+62 TransTech 139.3 145.2 141.11 145.70 2.375 8.3 5.3
1 SB 814+12 TransTech 133.1 146.8 134.83 147.31 12.4 4.3
1 SB 813+62 TransTech 133.0 144.9 134.73 145.40 12.4 5.5
1 SB 813+12 TransTech 134.1 144.2 135.84 144.70 11.7 6.0
Average Value, pcf 134.9 144.9 136.7 145.4 2.9 11.2 5.5
Standard Deviation, pcf 2.3 1.4 2.3 1.4 0.4 1.5 0.9
Coefficient of Variation, % 1.7 1.0 1.7 1.0 15.1 13.5 16.4
Table 4. Nuclear Gauge Readings (Continued)
Section Lane Direction Station Type of Device Nuclear Densities, pcf Adjusted Nuclear Densities, pcf Edge Thickness from Cores, in. Air Voids, %
A – Adjacent to Edge B – Lane Center A – Adjacent to Edge B – Lane Center A – Adjacent to Edge B – Lane Center
2 SB 809+00 Carlson Prototype #2 133.9 142.3 135.64 142.79 11.9 7.2
2 SB 808+50 Carlson Prototype #2 133.3 144.5 135.03 145.00 2.477 12.2 5.8
2 SB 808+00 Carlson Prototype #2 129.7 139.2 131.39 139.68 14.6 9.2
2 SB 807+50 Carlson Prototype #2 133.5 144.4 135.24 144.90 12.1 5.8
2 SB 807+00 Carlson Prototype #2 132.3 144.8 134.02 145.30 2.455 12.9 5.6
2 SB 806+50 Carlson Prototype #2 132.0 143.0 133.72 143.50 13.1 6.7
2 SB 806+00 Carlson Prototype #2 135.7 144.1 137.46 144.60 10.7 6.0
2 SB 805+50 Carlson Prototype #2 134.4 145.8 136.15 146.31 11.5 4.9
2 SB 805+00 Carlson Prototype #2 136.1 146.8 137.87 147.31 3.118 10.4 4.3
2 SB 804+50 Carlson Prototype #2 135.1 145.2 136.86 145.70 11.1 5.3
2 SB 804+00 Carlson Prototype #2 133.6 145.2 135.34 145.70 12.0 5.3
2 SB 803+50 Carlson Prototype #2 133.3 148.2 135.03 148.71 12.2 3.4
2 SB 803+00 Carlson Prototype #2 135.0 144.0 136.76 144.50 11.1 6.1
Average Value, pcf 133.7 144.4 135.4 144.9 2.7 12.0 5.8
Standard Deviation, pcf 1.7 2.2 1.7 2.2 0.4 1.1 1.4
Coefficient of Variation, % 1.3 1.5 1.3 1.5 14.0 9.4 24.5
Table 4. Nuclear Gauge Readings (Continued)
Section Lane Direction Station Type of Device Nuclear Densities, pcf Adjusted Nuclear Densities, pcf Edge Thickness from Cores, in. Air Voids, %
A – Adjacent to Edge B – Lane Center A – Adjacent to Edge B – Lane Center A – Adjacent to Edge B – Lane Center
3 SB 381+00 Carlson Prototype #3 129.9 142.3 131.59 142.79 14.48 7.20
3 SB 380+50 Carlson Prototype #3 131.6 144.0 133.31 144.50 13.37 6.10
3 SB 380+00 Carlson Prototype #3 132.4 143.4 134.12 143.90 12.84 6.49
3 SB 379+50 Carlson Prototype #3 133.1 144.2 134.83 144.70 1.825 12.38 5.96
3 SB 379+00 Carlson Prototype #3 134.3 145.9 136.05 146.41 11.59 4.86
3 SB 378+50 Carlson Prototype #3 129.4 141.4 131.08 141.89 14.81 7.79
3 SB 378+00 Carlson Prototype #3 131.5 142.1 133.21 142.59 13.43 7.33
3 SB 377+50 Carlson Prototype #3 134.5 143.8 136.25 144.30 11.46 6.23
3 SB 377+00 Carlson Prototype #3 131.6 144.2 133.31 144.70 13.37 5.96
3 SB 376+50 Carlson Prototype #3 131.7 143.0 133.41 143.50 13.30 6.75
3 SB 376+00 Carlson Prototype #3 130.0 143.8 131.69 144.30 2.783 14.42 6.23
3 SB 375+50 Carlson Prototype #3 129.3 141.2 130.98 141.69 14.88 7.92
3 SB 375+00 Carlson Prototype #3 129.9 141.3 131.59 141.79 14.48 7.86
3 SB 374+50 Carlson Prototype #3 127.2 141.3 128.85 141.79 16.26 7.86
3 SB 374+00 Carlson Prototype #3 128.8 142.3 130.48 142.79 15.21 7.20
3 SB 373+50 Carlson Prototype #3 130.9 143.2 132.60 143.70 13.83 6.62
3 SB 373+00 Carlson Prototype #3 128.9 144.0 130.58 144.50 15.14 6.10
3 SB 372+50 Carlson Prototype #3 133.2 145.0 134.93 145.50 1.986 12.31 5.44
3 SB 372+00 Carlson Prototype #3 133.1 144.5 134.83 145.00 12.38 5.77
3 SB 371+50 Carlson Prototype #3 130.7 141.3 132.40 141.79 13.96 7.86
3 SB 371+00 Carlson Prototype #3 132.7 142.3 134.43 142.79 12.64 7.20
Average Value, pcf 131.2 143.1 132.9 143.6 2.2 13.6 6.7
Standard Deviation, pcf 1.94 1.37 1.96 1.38 0.5 1.3 0.9
Coefficient of Variation, % 1.48 0.96 1.48 0.96 23.3 9.4 13.4
Table 4. Nuclear Gauge Readings (Continued)
Section Lane Direction Station Type of Device Nuclear Densities, pcf Adjusted Nuclear Densities, pcf Edge Thickness from Cores, in. Air Voids, %
A – Adjacent to Edge B – Lane Center A – Adjacent to Edge B – Lane Center A – Adjacent to Edge B – Lane Center
4 SB 800+00 Control 133.6 134.4 135.34 134.87 12.05 12.36
4 SB 799+50 Control 133.5 144.2 135.24 144.70 12.11 5.96
4 SB 799+00 Control 132.6 143.4 134.32 143.90 12.71 6.49
4 SB 798+50 Control 134.3 143.4 136.05 143.90 1.67 11.59 6.49
4 SB 798+00 Control 134.5 143.2 136.25 143.70 11.46 6.62
4 SB 797+50 Control 133.5 145.8 135.24 146.31 12.11 4.92
4 SB 797+00 Control 137.8 146.7 139.59 147.21 9.28 4.33
4 SB 796+50 Control 134.3 143.6 136.05 144.10 11.59 6.36
4 SB 796+00 Control 135.1 145.9 136.86 146.41 11.06 4.86
4 SB 795+50 Control 137.3 142.7 139.09 143.19 2.809 9.61 6.94
4 SB 795+00 Control 134.3 144.0 136.05 144.50 11.59 6.10
4 SB 794+50 Control 137.5 148.2 139.29 148.71 9.48 3.36
4 SB 794+00 Control 135.4 145.6 137.16 146.10 10.86 5.05
4 SB 793+50 Control 135.7 143.6 137.46 144.10 10.67 6.36
4 SB 793+00 Control 135.0 146.0 136.76 146.51 11.13 4.79
4 SB 792+50 Control 136.3 146.2 138.07 146.71 10.27 4.66
4 SB 792+00 Control 136.7 146.4 138.48 146.91 10.01 4.53
4 SB 791+50 Control 133.6 144.9 135.34 145.40 4.63 12.05 5.51
4 SB 791+00 Control 134.4 145.9 136.15 146.41 11.52 4.86
4 SB 790+50 Control 136.2 146.8 137.97 147.31 10.34 4.27
4 SB 790+00 Control 140.1 148.8 141.92 149.32 7.77 2.97
Average Value, pcf 135.3 144.7 137.1 145.2 3.0 10.9 5.6
Standard Deviation, pcf 1.82 2.90 1.84 2.91 1.5 1.2 1.9
Coefficient of Variation, % 1.34 2.00 1.34 2.00 49.2 11.0 33.7

Media

Page last modified on August 12, 2013.
Federal Highway Administration | 1200 New Jersey Avenue, SE | Washington, DC 20590 | 202-366-4000