ASTM D6433-2009 6875 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys《道路和停车场路面条件系数测量标准实施规范》.pdf

《ASTM D6433-2009 6875 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys《道路和停车场路面条件系数测量标准实施规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM D6433-2009 6875 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys《道路和停车场路面条件系数测量标准实施规范》.pdf（49页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D6433 09Standard Practice forRoads and Parking Lots Pavement Condition IndexSurveys1This standard is issued under the fixed designation D6433; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision.

2、A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice covers the determination of roads andparking lots pavement condition through visual surveys usingthe Pavement Condition

3、 Index (PCI) method of quantifyingpavement condition.1.2 The PCI for roads and parking lots was developed by theU.S. Army Corps of Engineers (1, 2).2It is further verified andadopted by DOD and APWA.1.3 The values stated in inch-pound units are to be regardedas standard. The values given in parenthe

4、ses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.4 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate s

5、afety and health practices and determine the applica-bility of regulatory limitations prior to use. Specific precau-tionary statements are given in Section 6.2. Terminology2.1 Definitions of Terms Specific to This Standard:2.1.1 additional samplea sample unit inspected in addi-tion to the random sam

6、ple units to include nonrepresentativesample units in the determination of the pavement condition.This includes very poor or excellent samples that are nottypical of the section and sample units, which contain anunusual distress such as a utility cut. If a sample unitcontaining an unusual distress i

7、s chosen at random it should becounted as an additional sample unit and another randomsample unit should be chosen. If every sample unit is surveyed,then there are no additional sample units.2.1.2 asphalt concrete (AC) surfaceaggregate mixturewith an asphalt cement binder. This term also refers to s

8、urfacesconstructed of coal tars and natural tars for purposes of thispractice.2.1.3 pavement brancha branch is an identifiable part ofthe pavement network that is a single entity and has a distinctfunction. For example, each roadway or parking area is aseparate branch.2.1.4 pavement condition index

9、(PCI)a numerical ratingof the pavement condition that ranges from 0 to 100 with 0being the worst possible condition and 100 being the bestpossible condition.2.1.5 pavement condition ratinga verbal description ofpavement condition as a function of the PCI value that variesfrom “failed” to “excellent”

10、 as shown in Fig. 1.2.1.6 pavement distressexternal indicators of pavementdeterioration caused by loading, environmental factors, con-struction deficiencies, or a combination thereof. Typical dis-tresses are cracks, rutting, and weathering of the pavementsurface. Distress types and severity levels d

11、etailed inAppendixX1 forAC, andAppendix X2 for PCC pavements must be usedto obtain an accurate PCI value.2.1.7 pavement sample unita subdivision of a pavementsection that has a standard size range: 20 contiguous slabs (68slabs if the total number of slabs in the section is not evenlydivided by 20 or

12、 to accommodate specific field condition) forPCC pavement, and 2500 contiguous square feet, 6 1000 ft2(225 6 90 m2), if the pavement is not evenly divided by 2500or to accommodate specific field condition, for AC pavement.2.1.8 pavement sectiona contiguous pavement area hav-ing uniform construction,

13、 maintenance, usage history, andcondition. A section should have the same traffic volume andload intensity.2.1.9 portland cement concrete (PCC) pavementaggregate mixture with portland cement binder includingnonreinforced and reinforced jointed pavement.2.1.10 random samplea sample unit of the paveme

14、ntsection selected for inspection by random sampling techniques,such as a random number table or systematic random proce-dure.1This practice is under the jurisdiction of ASTM Committee E17 on Vehicle -Pavement Systems and is the direct responsibility of Subcommittee E17.42 onPavement Testing and Eva

15、luation.Current edition approved Nov. 1, 2009. Published December 2009. Originallyapproved in 1999. Last previous edition approved in 2007 as D6433 07. DOI:10.1520/D6433-09.2The boldface numbers in parentheses refer to the list of references at the end ofthis standard.1Copyright ASTM International,

16、100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.3. Summary of Practice3.1 The pavement is divided into branches that are dividedinto sections. Each section is divided into sample units. Thetype and severity of pavement distress is assessed by visualinspection of t

17、he pavement sample units. The quantity of thedistress is measured as described in Appendix X1 and Appen-dix X2. The distress data are used to calculate the PCI for eachsample unit. The PCI of the pavement section is determinedbased on the PCI of the inspected sample units within thesection.4. Signif

18、icance and Use4.1 The PCI is a numerical indicator that rates the surfacecondition of the pavement. The PCI provides a measure of thepresent condition of the pavement based on the distressobserved on the surface of the pavement, which also indicatesthe structural integrity and surface operational co

19、ndition (lo-calized roughness and safety). The PCI cannot measure struc-tural capacity nor does it provide direct measurement of skidresistance or roughness. It provides an objective and rationalbasis for determining maintenance and repair needs andpriorities. Continuous monitoring of the PCI is use

20、d to estab-lish the rate of pavement deterioration, which permits earlyidentification of major rehabilitation needs. The PCI providesfeedback on pavement performance for validation or improve-ment of current pavement design and maintenance procedures.5. Apparatus5.1 Data Sheets, or other field recor

21、ding instruments thatrecord at a minimum the following information: date, location,branch, section, sample unit size, slab number and size, distresstypes, severity levels, quantities, and names of surveyors.Example data sheets for AC and PCC pavements are shown inFigs. 2 and 3.5.2 Hand Odometer Whee

22、l, that reads to the nearest 0.1 ft(30 mm).5.3 Straightedge or String Line, (AC only), 10 ft (3 m).5.4 Scale, 12 in. (300 mm) that reads to18 in. (3 mm) orbetter. Additional 12-in. (300 mm) ruler or straightedge isneeded to measure faulting in PCC pavements.5.5 Layout Plan, for network to be inspect

23、ed.6. Hazards6.1 Traffic is a hazard as inspectors may walk on thepavement to perform the condition survey.7. Sampling and Sample Units7.1 Identify branches of the pavement with different usessuch as roadways and parking on the network layout plan.7.2 Divide each branch into sections based on the pa

24、ve-ments design, construction history, traffic, and condition.7.3 Divide the pavement sections into sample units. If thepavement slabs in PCC have joint spacing greater than 25 ft (8m) subdivide each slab into imaginary slabs. The imaginaryslabs all should be less than or equal to 25 ft (8 m) in len

25、gth,and the imaginary joints dividing the slabs are assumed to bein perfect condition. This is needed because the deduct valuesdeveloped for jointed concrete slabs are less than or equal to 25ft (8 m).7.4 Individual sample units to be inspected should bemarked or identified in a manner to allow insp

26、ectors andquality control personnel to easily locate them on the pavementsurface. Paint marks along the edge and sketches with locationsconnected to physical pavement features are acceptable. It isnecessary to be able to accurately relocate the sample units toallow verification of current distress d

27、ata, to examine changesin condition with time of a particular sample unit, and to enablefuture inspections of the same sample unit if desired.7.5 Select the sample units to be inspected. The number ofsample units to be inspected may vary from the following: allof the sample units in the section, a n

28、umber of sample units thatprovides a 95 % confidence level, or a lesser number.7.5.1 All sample units in the section may be inspected todetermine the average PCI of the section. This is usuallyprecluded for routine management purposes by availablemanpower, funds, and time. Total sampling, however, i

29、sdesirable for project analysis to help estimate maintenance andrepair quantities.7.5.2 The minimum number of sample units (n) that must besurveyed within a given section to obtain a statisticallyadequate estimate (95 % confidence) of the PCI of the sectionis calculated using the following formula a

30、nd rounding n to thenext highest whole number (see Eq 1).n 5 Ns2/e2/4!N 1! 1 s2! (1)FIG. 1 Pavement Condition Index (PCI), Rating Scale, andSuggested ColorsD6433 092FIG. 2 Flexible Pavement Condition Survey Data Sheet for Sample UnitD6433093where:e = acceptable error in estimating the section PCI; c

31、om-monly, e=65 PCI points;s = standard deviation of the PCI from one sample unit toanother within the section. When performing the initialinspection the standard deviation is assumed to be tenfor AC pavements and 15 for PCC pavements. Thisassumption should be checked as described below afterPCI valu

32、es are determined. For subsequent inspections,the standard deviation from the preceding inspectionshould be used to determine n; and,N = total number of sample units in the section.7.5.2.1 If obtaining the 95 % confidence level is critical, theadequacy of the number of sample units surveyed must bec

33、onfirmed. The number of sample units was estimated based onan assumed standard deviation. Calculate the actual standarddeviation (s) as follows (see Eq 2):s 5 (ni51PCIi PCIs!2/n 1!1/2(2)where:PCIi= PCI of surveyed sample units i,PCIs= PCI of section (mean PCI of surveyed sampleunits), andn = total n

34、umber of sample units surveyed.7.5.2.2 Calculate the revised minimum number of sampleunits (Eq 1) to be surveyed using the calculated standarddeviation (Eq 2). If the revised number of sample units to besurveyed is greater than the number of sample units alreadysurveyed, select and survey additional

35、 random sample units.FIG. 3 Joint Rigid Pavement Condition Survey Data Sheet for Sample UnitD6433 094These sample units should be spaced evenly across the section.Repeat the process of checking the revised number of sampleunits and surveying additional random sample units until thetotal number of sa

36、mple units surveyed equals or exceeds theminimum required sample units (n) in Eq 1, using the actualtotal sample standard deviation.7.5.3 Once the number of sample units to be inspected hasbeen determined, compute the spacing interval of the unitsusing systematic random sampling. Samples are spaced

37、equallythroughout the section with the first sample selected at random.The spacing interval (i) of the units to be sampled is calculatedby the following formula rounded to the next lowest wholenumber:i 5 N/n (3)where:N = total number of sample units in the section, andn = number of sample units to b

38、e inspected.The first sample unit to be inspected is selected at randomfrom sample units 1 through i. The sample units within asection that are successive increments of the interval i after thefirst randomly selected unit also are inspected.7.6 A lessor sampling rate than the above mentioned 95 %con

39、fidence level can be used based on the condition surveyobjective. As an example, one agency uses the following tablefor selecting the number of sample units to be inspected forother than project analysis:Given Survey1 to 5 sample units 1 sample unit6 to 10 sample units 2 sample units11 to 15 sample

40、units 3 sample units16 to 40 sample units 4 sample unitsover 40 sample units 10 %7.7 Additional sample units only are to be inspected whennonrepresentative distresses are observed as defined in 2.1.1.These sample units are selected by the user.8. Inspection Procedure8.1 The definitions and guideline

41、s for quantifying distressesfor PCI determination are given in Appendix X1 for ACpavements. Using this test method, inspectors should identifydistress types accurately 95 % of the time. Linear measure-ments should be considered accurate when they are within10 % if remeasured, and area measurements s

42、hould be consid-ered accurate when they are within 20 % if remeasured.Distress severities that one determines based on ride quality areconsidered subjective.8.2 Asphalt Concrete (AC) Surfaced PavementIndividually inspect each sample unit chosen. Sketch thesample unit, including orientation. Record t

43、he branch andsection number and the number and type of the sample unit(random or additional). Record the sample unit size measuredwith the hand odometer. Conduct the distress inspection bywalking over the sidewalk/shoulder of the sample unit beingsurveyed, measuring the quantity of each severity lev

44、el ofevery distress type present, and recording the data. Eachdistress must correspond in type and severity to that describedin Appendix X1. The method of measurement is included witheach distress description. Repeat this procedure for eachsample unit to be inspected. A copy of a Blank FlexiblePavem

45、ent Condition Survey Data Sheet for Sample Unit isincluded in Fig. 2.8.3 PCC PavementsIndividually inspect each sample unitchosen. Sketch the sample unit showing the location of theslabs. Record the sample unit size, branch and section number,and number and type of the sample unit (random or additio

46、nal),the number of slabs in the sample unit and the slab sizemeasured with the hand odometer. Perform the inspection bywalking over the sidewalk/shoulder of the sample unit beingsurveyed and recording all distress existing in the slab alongwith their severity level. Each distress type and severity m

47、ustcorrespond with that described in Appendix X2. Summarizethe distress types, their severity levels and the number of slabsin the sample unit containing each type and severity level.Repeat this procedure for each sample unit to be inspected. Acopy of a Blank Jointed Rigid Pavement Condition SurveyD

48、ata Sheet for Sample Unit is included in Fig. 3.9. Calculation of PCI for Asphalt Concrete (AC)Pavement9.1 Add up the total quantity of each distress type at eachseverity level, and record them in the “Total Severities”section. For example, Fig. 4 shows five entries for the DistressType 1, “Alligato

49、r Cracking”: 5L, 4L, 4L, 8H, and 6H. Thedistress at each severity level is summed and entered in the“Total Severity” section as 13 ft2(1.2 m2) of low severity and14 ft2(1.3 m2) of medium severity. The units for the quantitiesmay be either in square feet (square meters), linear feet(meters), or number of occurrences, depending on the distresstype.9.2 Divide the total quantity of each distress type at eachseverity level from 9.1 by the total area of the sample unit andmultiply by 100 to obtain the percent density of each distresstype and severity.9.3 Determine