Effects of Subsurface Drainage on Pavement Performance: Analysis of the SPS-1 and SPS-2 Field Sections (2007) / Chapter Skim
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94 A P P E N D I X A SPS-1 and SPS-2 Test Section Layout Diagrams
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95 SPS-1 Layout Diagrams and Locations of Inspected Outlets The follow ing codes are used in the LTPP database for pavement materials and soils in SPS-1 and SPS-2 test sections : 1 hot-mixed, hot-laid, dense-graded AC 209 we ll-graded sand wi th gravel 2 hot-mixed, hot-laid open-graded AC 210 we ll-graded sand wi th silt 4 portland cement concrete (JPCP) 211 we ll graded sand wi th silt and gravel 20 other 213 we ll graded sand wi th clay and gravel 74 wo ven geotextile 214 s ilt y sand 75 nonw oven geotextile 215 s ilt y sand wi th gravel 78 dense-graded asphalt concrete interlay er 216 c lay ey sand 101 c lay 217 c lay ey sand wi th gravel 102 lean inorganic clay 251 gravel 103 fat inorganic clay 252 p oorly graded gravel 104 c lay wi th gravel 253 p oorly graded gravel wi th sand 106 fat clay wi th gravel 255 poorl y graded gravel wi th silt 107 c lay wi th sand 261 well-graded gravel with silt and sand 108 lean clay wi th sand 267 c lay ey gravel wi th sand 109 fat clay wi th sand 282 rock 113 s andy clay 303 crushed stone 114 s and y lean clay 3 04 crushed gravel 115 s andy fat clay 306 s and 131 s ilt y clay 307 soil-aggregate mixture, predominantly fine-grained 133 s ilt y clay wi th sand 308 soil-aggregate mixture, predominantly coarse-grained 134 gravelly silt y clay 309 f ine-grained soils 135 s andy silt y clay 319 H MAC 137 s andy silt y clay wi th gravel 321 asphalt-treated mixture 141 s ilt 325 open-graded, hot-laid central plant mix 143 s ilt wi th sand 331 cement-aggregate mixture 145 s andy silt 333 cement-treated soil 147 s andy silt wi th gravel 334 lean concrete 148 c lay ey silt 337 limerock, caliche 201 s and 338 lime-treated soil 202 poorl y graded sand 340 pozzolan-aggregat e mixture 204 poorly graded sand wi th silt 350 other 205 poorly graded sand wi th silt and gravel Note: In SPS-1 layout diagrams, the material type for the surface layer is hot-mixed, hot-laid, dense graded AC (material type code = 1)
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96 Design Video (ft)
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114 AC PCC AGG1 ATB PATB AGG2 total 10101 A 7.5 7.9 15.4 10102 A 4.2 11.9 16.1 10103 B 4.6 7.4 12 10104 B 6.5 11.7 18.2 10105 C 4.2 3.9 4 12.1 10106 C 7.2 8.5 3.8 19.5 10107 D 4.6 3.6 4.1 12.3 10108 D 7.3 4.2 7.9 19.4 10109 D 7.6 4.2 11.9 23.7 10110 E 7.9 4.2 3.5 15.6 10111 E 4 7.9 3.7 15.6 10112 E 3.4 12.4 3.3 19.1 10161 C 4.1 6.1 6 16.2 10162 B 4.1 10 14.1 10163 E 4.3 6.1 4 6 20.4 40113 A 4.9 7.5 12.4 40114 A 7.3 12 19.3 40115 B 6.6 8.5 15.1 40116 B 4.5 12.1 16.6 40117 C 7.4 4 4.2 15.6 40118 C 4.4 7.7 4.1 16.2 40119 D 6.3 4.5 4.2 15 40120 D 4.5 4.3 7.6 16.4 40121 D 4.6 4.2 11.8 20.6 40122 E 4.7 4 4.6 13.3 40123 E 6.8 7.9 3.8 18.5 40124 E 6.7 11.7 4.1 22.5 40160 F 0 11.2 4 15.2 40161 A 6.2 3.8 10 40162 A 9 9 40163 F 1 15 16 50113 A 4 8.2 50114 A 7 11.3 12.2 18.3 50115 B 6.9 7.4 14.3 50116 B 4.1 12 16.1 50117 C 7 4 15.1 50118 C 4.1 7.9 4.1 3.5 15.5 50119 D 7 3.2 4.2 14.4 50120 D 4.5 3.1 8.1 15.7 50121 D 4.5 2.9 12.3 19.7 50122 E 4.4 4.2 3.3 11.9 50123 E 7.2 8.3 3.5 19 50124 E 6.9 11.1 3.7 21.7 100101 A 8.1 8.1 100102 A 5.1 11.8 16.2 16.9 100103 B 5.8 8 13.8 100104 B 7.7 12 19.7 100105 C 5.4 4.4 13.2 100106 C 7.7 8.5 3.4 3.9 20.1 100107 D 5.8 3.8 3.9 13.5 100108 D 8 3.7 7.3 19 100109 D 8.3 4.2 12.1 24.6 100110 E 8.2 4.1 3.6 15.9 100111 E 4.7 8.7 3.9 17.3 100112 E 5.5 12.3 3.4 21.2 100159 C 6.7 6.6 20.9 100160 C 8.2 5.6 7.6 5.6 19.4 120101 A 6.8 8.1 120102 A 3.8 12.1 14.9 15.9 120103 B 4.1 8 12.1 120104 B 6.8 12.1 18.9 120105 C 3.9 4 4 11.9 120106 C 7.1 8.4 4 19.5
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115 AC PCC AGG1 ATB PATB AGG2 total 120107 D 3.8 4.1 4.1 12 120108 D 6.4 4 7.9 18.3 120109 D 7.3 4.1 11.9 23.3 120110 E 7.3 4.1 4.1 15.5 120111 E 3.9 8.2 4 16.1 120112 E 4 12.4 3.9 20.3 120161 A 4 10.2 14.2 190101 A 8 8 16 190102 A 5.1 12 17.1 190103 B 3.8 8.4 12.2 190104 B 7 12.4 19.4 190105 C 3.5 4.7 12.2 190106 C 6.8 9 4 4 19.8 190107 D 6.4 4.2 4 14.6 190108 D 5.9 4.6 8 18.5 190109 D 7.5 4.9 12 24.4 190110 E 7.9 3.2 4.4 15.5 190111 E 4.4 7.5 4.3 16.2 190112 E 4.6 12.5 4.1 21.2 190159 C 4 9 10 23 200101 A 7.6 8.5 16.1 200102 A 4 12.3 16.3 200103 B 3.6 7.7 11.3 200104 B 6.8 12.1 18.9 200105 C 3.9 3.8 4.1 11.8 200106 C 7.3 7.3 4 18.6 200107 D 4.1 4.1 3.7 11.9 200108 D 7.6 3.6 7.9 19.1 200109 D 7 3.6 11.9 22.5 200110 E 7 3.8 3.9 14.7 200111 E 4 8.5 3.6 16.1 200112 E 5 12 3.6 20.6 200159 A 10.8 10.8 200160 A 5.5 7 12.5 200161 A 5.5 11 16.5 200162 A 11.4 11.4 200163 C 1.5 2.5 8 12 200164 B 1.5 10.5 12 220113 A 4.9 8.1 13 220114 A 9.5 11.4 20.9 220115 B 7 9 16 220116 B 4.7 11.3 16 220117 C 7 3.9 5.3 16.2 220118 C 4.4 7 4.1 15.5 220119 D 7.1 3.7 4.4 15.2 220120 D 3.9 3.9 8.1 15.9 220121 D 4.3 3.9 13.2 21.4 220122 E 4.6 3.4 3.7 11.7 220123 E 6.8 7.3 4.2 18.3 220124 E 7.2 10.6 3.6 21.4 260113 A 4.4 8 12.4 260114 A 6.6 12 18.6 260115 B 5.9 9.6 15.5 260116 B 3.9 12 15.9 260117 C 6.4 5.2 15.6 260118 C 3.5 8.3 4 4 15.8 260119 D 6.5 4 4 14.5 260120 D 3.6 4 8 15.6 260121 D 3.9 4 12 19.9 260122 E 3.7 4.3 4 12 260123 E 6.2 8 4 18.2 260124 E 6.3 12.2 4 22.5 260159 5.9 4 4 13.9
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116 AC PCC AGG1 ATB PATB AGG2 total 300113 A 5 5 300114 A 7.2 7.2 300115 B 7.5 9.1 16.6 300116 B 4.7 12.6 17.3 300117 C 7.2 4.6 16.5 300118 C 4.6 8.5 4.7 4.2 17.3 300119 D 7.6 4.7 4.3 16.6 300120 D 4.2 4.6 8.1 16.9 300121 D 4.4 4.3 12.5 21.2 300122 E 4.6 4.1 4.3 13 300123 E 7.5 8.4 4.5 20.4 300124 E 7.1 13.7 4.2 25 310113 A 4.4 8 12.4 310114 A 6.7 12 18.7 310115 B 6.5 8.6 15.1 310116 B 4.1 12.2 16.3 310117 C 6.9 3.9 14.8 310118 C 3.9 8.1 4 4 16 310119 D 7.2 4 4 15.2 310120 D 4.2 4 8 16.2 310121 D 4.3 4 12 20.3 310122 3.8 4.2 4 310123 E 7 8 4 19 310124 E 7.4 10.5 3.4 12 21.3 320101 A 7.2 8.5 320102 A 4.3 11.7 15.7 16 320103 B 4.1 8.8 12.9 320104 B 7.3 12.4 19.7 320105 C 4.2 4.8 12.6 320106 C 7.2 8.8 3.6 3.7 19.7 320107 D 4.4 4.1 3.8 12.3 320108 D 7 4.5 7.7 19.2 320109 D 7 4 12.1 23.1 320110 E 6.6 4.2 4.4 15.2 320111 E 4.1 8.4 4.4 16.9 320112 E 4.5 12.4 4.2 21.1 350101 A 7.2 7.9 350102 A 4.8 12.2 15.1 17 350103 B 5.3 7.2 12.5 350104 B 8.1 11.1 19.2 350105 C 5.9 4 13.6 350106 C 7.6 8 3.7 2.9 18.5 350107 D 5.9 3.7 4 13.6 350108 D 7.8 4.2 8 20 350109 D 8 4.5 11.9 24.4 350110 E 7.9 4.6 3.7 16.2 350111 E 4.9 7.6 3.7 16.2 350112 E 5 11.7 3.1 19.8 390101 A 6.9 8 14.9 390102 A 3.9 11.8 15.7 390103 B 4.1 8 12.1 390104 B 7.2 11.8 19 390105 C 3.7 3.7 11.4 390106 C 6.8 7.9 4 3.9 18.6 390107 D 3.8 3.9 4.1 11.8 390108 D 6.6 4 8 18.6 390109 D 7 3.9 12 22.9 390110 E 7.3 3.7 3.9 14.9 390111 E 4 7.8 4.3 16.1 390112 E 4 11.8 4 19.8 390159 A 4.1 4 8.1 390160 C 4.1 10.9 4 19 400113 A 4.5 7.9 400114 A 8.1 11.3 12.4 19.4
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117 AC PCC AGG1 ATB PATB AGG2 total 400115 B 7.5 9 16.5 400116 B 4.2 11.7 15.9 550118 C 4 8.9 17.3 550119 D 6.6 3.4 4 14 550120 D 3.9 4.8 8 16.7 550121 D 4.2 4.2 13.3 21.7 550122 E 4.5 4.8 4.9 14.2 550123 E 6.8 8.1 4.3 19.2 550124 E 7.1 11.7 3.3 22.1 400117 C 7.8 4 4 15.8 400118 C 4.6 8.3 3.6 16.5 400119 D 7.5 4 4.3 15.8 400120 D 4.8 5 7.7 17.5 400121 D 4.2 4.9 11.1 20.2 400122 E 4.3 3.9 4.8 13 400123 E 7.3 8.7 4.4 20.4 400124 E 7.4 10.9 4.3 22.6 400160 0 400160 0 0 0 480113 A 5.2 7.8 480114 A 6.9 12.2 13 19.1 480115 B 7.4 7.6 15 480116 B 5.8 10.9 16.7 480117 C 7.4 4 14.7 480118 C 4.8 8.6 3.3 1.7 15.1 480119 D 7.4 3.5 4 14.9 480120 D 4.7 4 7.4 16.1 480121 D 4.5 3.7 11.8 20 480122 E 4.6 4 4.8 13.4 480123 E 5.3 7.8 4.4 17.5 480124 E 6.4 10.8 4.2 21.4 480160 A 5.5 10.6 16.1 480161 4.8 8.3 13.1 480162 A 5 8 480163 A 4.8 10.2 13 15 480164 A 4.3 9.4 480165 A 4.6 7.3 480166 A 5.3 13.5 13.7 11.9 18.8 480167 A 4.9 13 17.9 510113 A 4 7.9 510114 A 7.2 11.9 11.9 19.1 510115 B 6.4 8.6 15 510116 B 4.5 12.4 16.9 510117 C 6.6 4 14.5 510118 C 4.1 8 3.9 3.4 15.5 510119 D 6.4 4.4 3.9 14.7 510120 D 4.1 4.3 7.8 16.2 510121 D 3.7 4.3 12.5 20.5 510122 E 3.9 3.9 3.9 11.7 510123 E 6.5 8.1 4.1 18.7 510124 E 6.3 12.5 3.4 22.2 510159 E 3.4 5.5 4 7.4 20.3 550113 A 5.5 8 13.5 550114 A 8.1 11 19.1 550115 B 7.3 7.5 14.8 550116 B 4.1 12 16.1 550117 C 6.4 4.6 4.4 3.2 14.2
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From page 118... ...
118 SPS-2 Layout Diagrams and Locations of Inspected Outlets The following codes are used in the LTPP database for pavement materials and soils in SPS-1 and SPS-2 test sections: 1 hot-mixed, hot-laid, dense-graded AC 209 we ll-graded sand wi th gravel 2 hot-mixed, hot-laid open-graded AC 210 we ll-graded sand wi th silt 4 portland cement concrete (JPCP) 211 we ll graded sand wi th silt and gravel 20 other 213 we ll graded sand wi th clay and gravel 74 wo ven geotextile 214 s ilt y sand 75 nonw oven geotextile 215 s ilt y sand wi th gravel 78 dense-graded asphalt concrete interlay er 216 c lay ey sand 101 c lay 217 c lay ey sand wi th gravel 102 lean inorganic clay 251 gravel 103 fat inorganic clay 252 p oorly graded gravel 104 c lay wi th gravel 253 p oorly graded gravel wi th sand 106 fat clay wi th gravel 255 poorl y graded gravel wi th silt 107 c lay wi th sand 261 well-graded gravel with silt and sand 108 lean clay wi th sand 267 c lay ey gravel wi th sand 109 fat clay wi th sand 282 rock 113 s andy clay 303 crushed stone 114 s and y lean clay 3 04 crushed gravel 115 s andy fat clay 306 s and 131 s ilt y clay 307 soil-aggregate mixture, predominantly fine-grained 133 s ilt y clay wi th sand 308 soil-aggregate mixture, predominantly coarse-grained 134 gravelly silt y clay 309 f ine-grained soils 135 s andy silt y clay 319 H MAC 137 s andy silt y clay wi th gravel 321 asphalt-treated mixture 141 s ilt 325 open-graded, hot-laid central plant mix 143 s ilt wi th sand 331 cement-aggregate mixture 145 s andy silt 333 cement-treated soil 147 s andy silt wi th gravel 334 lean concrete 148 c lay ey silt 337 limerock, caliche 201 s and 338 lime-treated soil 202 poorl y graded sand 340 pozzolan-aggregat e mixture 204 poorly graded sand wi th silt 350 other 205 poorly graded sand wi th silt and gravel
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119 Design Drain Lane Width Strength (feet)
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120 Design Drain Lane Width Strength (feet)
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121 Design Drain Lane Width Strength (feet)
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122 Design Video Lane Width Strength (feet)
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123 Design Drain Lane Width Strength (feet)
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124 Design Drain Lane Width Strength (feet)
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125 Design Drain Lane Width Strength (feet)
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126 Design Drain Lane Width Strength (feet)
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127 Design Drain Lane Width Strength (feet)
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128 Design Drain Lane Width Strength (feet)
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129 Section Design Drain Lane Width Strength (feet)
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130 Design Drain Lane Width Strength (feet)
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131 Design Drain Lane Width Strength (feet)
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132 Design Drain Lane Width Strength (feet)
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