Smoothness Specifications for Pavements Final Report (1997) / Chapter Skim
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Appendix C: Project Summary Tables and Historical Plots
Appendix C: Project Summary Tables and Historical Plots
Pages 333-466
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From page 334... ...
The second experiment, designed to evaluate the effects of data filter settings on profile index obtained with computerized profilographs, consisted of a 3x2x2x2 randomized block design with replication. Two levels of pavement roughness, two computerized profilographs, two operators, and three data filter settings were used.
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From page 335... ...
Loop 4 AC 32-km TAL applications 0.68 & 0.81 415 & 429 (flexible) Loop 5 AC 22.tkip SAL applications 0.11 & 0.06 416 & 430 (flexible)
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From page 336... ...
Loop 6 JPC 48 ldp TAL applications 1.6 & 1.6 363 & 377 (ngid) Loop 6 JPC 3~kip SAL applications 1.6 & 1.6 .
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From page 337... ...
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Design Group | | Pavement | Construction | Evaluation I Traffic Estimates Identification I Location I Type I Year | Period yrs ~Parameter ~Value', millions:| 1 1 224-18S 1 Loop 2 - IWP j AC | 1952 j 2 j ESALs j 0.2 to 0.24 22432T Loop 1 - IWP 22422S Loop 2 - OWP 22440T 1 Loop 1 - OWP 18 4185 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 0.2( to 0.75 18432T Loop 1 - IWP 184-22S 1 Loop 2 - OWP I 184 40T 1 Loop 1 - OWP 14 4185 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 0.2( to 0.50 14 4 32T 1 Loop 1 - IWP 144-22S 1 Loop 2 - OWP 1 14440T 1 Loop 1 - OWP 104-185 1 Loop 2 - IWP 1 AC 1 1 r ESALs 1 0.2( to 0.61 104-32T 1 Loop 1 - IWP 10 4 ZS 1 Loop 2 - OWP 10440T 1 Loop 1 - OWP 64185 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 0.2( to 0.65 64-32T 1 Loop 1 - IWP 64-ZS 1 Loop 2 - OWP 6440T 1 Loop 1 - OWP Z-2 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 0.2( to 0.57 Z-2-32T 1 Loop 1 - IWP 22-2-22S Loop 2 - OWP 1 22-2-40T 1 Loop 1 - OWP 18 2 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 02( to 0.59 18-2-32T Loop 1 - IWP 18-2-22S Loop 2 - OWP 18-2-40T 1 Loop 1 - OWP 14 2 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 0.2( to 0.62 1~2-32T Loop 1 - IWP 14 2-22S 1 Loop 2 - OWP 14 2-40T 1 Loop 1 - OWP 10-2 1 Loop 2 - IWP 1 AC 1 1 ~ESALs 1 0.1!
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From page 357... ...
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From page 360... ...
Traffic Estimates Design Group Pavement Construction Evaluation Parameter ~ Value Identification Location Type Year Penod, yrs ~ Base aass A ~ AC & FDAC 1966 Cumulative Vaned Sect 4 243+25 to 245+75 ESALs to Sect 9 258+25 to 260+75 PSI=2.5 Sect 10 261+25 to 264+50 Sect 15 279+75 to 282+25 Sect 23 306+00 to 308+25 Sect 29 323+75 to 326+25 Sect 31 330+90 to 333+25 Base Mass B AC 8e FDAC 1966 Cumulative Varied Sect 7 252+25 to 254+75 ESALs to Sect 11 267+15 to 269+25 PSI~2.5 Sect 17 287+25 to 289+75 Sect 18 290+25 to 292+75 Sect 19 293+25 to 295+75 Sect 30 326+75 to 330+25 Sect 34 258+50 to 260+75 Sect 35 261+25 to 263+50 Base Mass C AC & FDAC 1966 Cumulative Varied Sect 2 237+25 to 239+75 ESALs to Sect 6 249+25 to 251+75 PSI - 2.5 Sect 12 269+75 to 272+25 Sect 16 283+00 to 286+50 Sect 20 296+25 to 298+75 Sect 33 256+25 to 258+25 Base Mass D AC & FDAC 1966 7 Cumulative Vaned Sect 1 234+25 to 236+75 ESALs to Sect 3 240+25 to 242+75 PSI=2.5 Sect 5 246+25 to 248+75 Sect 8 255+50 to 257+75 Sect 21 299+25 to 301+50 Sect 28 320+75 to 323+25 l Sect 32 333+75 to 336+50 C-26
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From page 362... ...
1962 1962 1963 963 962 . 1962 1961 1961 1961 1961 196 1961 1960 1960 1961 1961 1960 through 1964 NA NA NA NA NA NA NA NA l .
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From page 374... ...
Design Traffic Estimates Group Pavement Cons~ucdon Evaluation Identification | Location l Type | Year | Period, yrs | Parameter I Val1e,n~ons GP~1 AC on granular base Avg Annual ESALs AL 4126 Alabama 1987 2 0.62 ID 9032 Idaho 1987 3 0.06 FL 4106 Flonda 1987 2 0.61 ID 9034 Idaho 1988 3 0.14 NC 1992 Norm Carolina 1988 2 0.09 SD 9187 Soup Dakota 1988 3 NA TX 1178 Texas 1987 3 0.07 GPS 2 AC on bound base Avg Annual ESALs AL 4073 Alabama 1987 2 0.17 TX 3679 Texas 1987 2 0.07 GPS-3 JPC Avg Annual ESALs FL 4059 Florida 1989 2 0.17 PL 4109 PloAda 1989 2 0.17 SD 3052 South Dakota 1988 4 0.02 WI 6351 Wisconsin 1988 2 0.23 WI 6353 Wisconsin 1988 2 0.23 WI 6354 Wisconsin 1988 2 0.23 WI 6355 Wisconsin 1988 2 0.22 co m6 Colorado 1988 0.54 GP~5 CRC Avg Annual ESALs TX 5283 Texas 1988 3 0.36 TX 5284 Texas 1988 3 0.22 TX 5310 Texas 1987 3 GP~7A AC overlay on PCC Avg Annual ESALs PA 1610 Pennsylvania 1988 4 0.42 PA 7025 Pennsylvania 1987 0.09 GP~9 Unbonded PCC Avg Annual ESALs PA 16D Pennsylvania overlay on PCC 1989 4 1.26 CA 9107 I California 1 I 1989 1 3 1 1 0.56 1 NA: Not available.
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From page 377... ...
Table C-6. Summary table of selected RPPR design groups.
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From page 380... ...
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(2) | 323 to 328 ~JPC ~1974 ~19 | Avg Annual ESALs ~0.90 j I-17 SB, Coconino Co.
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From page 391... ...
93 to 98 AC/AC 1986 Avg Annual ESALs 1.43 I-75 NB, Whiffield Co. 328 to 333 AC/AC 1983 Avg Annual ESALs 1.93 I-20 EB, Cobb & Douglas Co.
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From page 398... ...
, T 1988 1 1985 l 1 1985 1 C-64 .l. |Traffic Estimates It LHI |Parameter 1 Value, millions 1| ll , ,1 I Avg Annual ESALs ~ Avg Annual ESALs 1 | AvgAnnualESALs | AvgAnnualESALs | AvgAnnualESALs ~ AvgAnnualESALs 1 ~ | AM Annual ESALs | AvgAnnualESALs l | AvgAnnualESALs | Avg Annual ESALs | ~ Av,2 Annual ESALs ~ 1 ~ 1 I Avis Annual ESALs I 1 ~ 1 | Avg Annual ESALs | | AvgAnnualESALs | | Avg Annual ESALs | | AvgAnnualESALs | I Avis Annual ESALs I 1 ~ 1 | Avg Annual ESALs | | Avg Annual ESALs | | Avg.
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From page 410... ...
90.10 to 96.80 JPC 1983 If Avg Annual ESALs 0.25 US20EB,BuchananCo~ 249.41 to253.72 T JPC T 1983 T JO | AvgA~ MESAS T 0.17 C-76
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. | Project Traffic Estimates Project | Location Pavement Construction EvaluationParameter 1 1994 Value Identification ~ (mileposts)
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61.4 to 68.4 ~AC/AC 1979 7 Traffic Estimates Parameter 1 1994 Value AM (l-way)
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138+00.447 tO AC/AC 1990 4 145+00.814 MN 23 NB, KandiyOhi CQ 166+00.674 to AC/AC 1989 4 170+00.000 C-91 Traffic Eshmates Parameter ~ Value,miDions AVg AnnUa1 ESALS Avg AnnUB1 ESALS Avg AnnUa1 ESALS AVg AnnUal ESALS AVg AnnUa1 ESALS AVg AnnUa1 ESAES AVg AnnUa1 ESALS AVg AnnUB1 ESALS 0.013 0.013 0.013 0.083 0.014 0.019 0.451 0.356 1 1 AVg AnnUB1 ESAL;S AVg AnnUa1 ESALS AVg AnnUa1 ESALS AVg AnnUa1 ESALS AVg AnnUa1 ESALS 0.362 0.084 0.065 0.288 0.034
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O o Q O Q o Q o Q O o o o O O o o o o 0 0 0 ~ o o 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + + U~ ~ ~ ~ ~ ~ oo oo ~ o~ ~r ~ ~ er ~ ~ ~ ~ ~ ~ ~r ~ ~ o O o o o O o o o o o O o o O o + t ~ ~ ~ + + I !
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Table C-14. Summary table of selected South Dakota highway projects.
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Project Project Pavement Cons~ucdon Evaluation | Traffic Estimates .1 Identification I (~epornts) I Type I dear | Period~yrs | Parameter | 1992 Value || I-94 EB, Calhoun Co.
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US 10 EB & WB Tremp~leau Co. , US 12 EB & WB Jefferson Co.
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_ US 18 EB, Iowa Co. WI 26 NB & SB, Rodk & Jefferson Co.
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. 1~, ~ Cal Cal ~ o ISa puneq~se~ ' 1 1 ~ fi ~ as Car cr on oo m~ If -m o o o or tat ,- ~ · -- is OF 1 ~ In ~ ~ Isa punoq~s9M 1 1 = oo o ~ oo Cr~ U)
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yrs I 1953 Construction Thin AC AC 1953 14 Avg Sect 39 MTH 55 (E. of Eden Valley)
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Key Terms
This material may be derived from roughly machine-read images, and so is provided only to facilitate research.
More
information on Chapter Skim is available.