Concrete Pavement Design and Rehabilitation DATA BASE USERS MANUAL I Prepared By, 6. Sue James Prepared For@ Department of Transportation Arizona f ransportation Research Center Highway Operations Research Phoenix, Arizona 85007 Prepared Under. Research Project No. HPR-PL-1(31)264 40gency Driw East Savoy, -Illhois 61674 la1 .- ..,._.._ (A7) 3%-4500 I? r : . . , July 11, 1986 -......,.-,... ,.".n - t r ~ , t . , .. rt.7 T::;!P> *.:-,:v!:35;,,;; ?; ,.!,,,,. ---mw . . ..I?!.'c,; <,?:, (c: . . - - . .--. . . 4 ~ .. ' ! < . , , . - i , '::I,, : 1 ;ii: < .I.>{, .. .$ . 9) .. . -- ,. .,;,,%, s:,, ,. .. . .,!:: ADOT DATA BASE USERS MANUAL INTRODUCTION Under contract HFR-PL-1(31)264, "Co~zcretePauen~entDesign and Rehabilitation, " a comprehensive data base was created which contains pavement design and construction data, climatic information, traffic data, and condition data for 48 pavement sections. The data base includes projects from jointed concrete pavements (40 sections), prestressed concrete pavements (4 sections), continuousIy reinforced concrete pavements (2 sections), and 3-layer structural rehabilitation pavements (2 sections). The data base used was the UNlFY Relational Data Base System. The system resides on an IBM PC-AT with 640K RAM and a 30-Mb 'hard disk. The project data base, termed ADOT, occupies approximately 8-Mb of hard disk space. DATA BASE SET-UP Note that the UNIFY system must be properly installed and the path must include the UNIFY BIN directory before using UNIFY. The following describes the procedure to set up the ADOT data base from diskettes provided by ERES. For this discussion, all references to words or letters in quotes (such as "adot" or "P") indicate that those words or letters should be typed in. The references to or indicate that the return or enter key is to be hit. Symbols such as cAU>,, and so on, indicate that while the Control key is depressed, the U or X key is hit. The directory names to be entered are arbitrary but the following terms were assigned: 1. Monitor Datl: Base. The monitoring data is expected to reside in the directory ADOT\DBASE\DBMON.-This directory must first be created by typing - - - "md" and then the directory title. Once this directory has been created, enter the directory by typing "cd\adot\dbase\dbmon", and insert the Monifor Dafa ~ a s ~ e i s t # in l drive "A". Type the command SPLICE A: [destination filename] - e.g. C:\ADOT\DBASE\DBMON. After disk #1 has been copied to the hard drive, the user will be prompted to enter disk #2, and then disk #3. This will copy the rest of file MON.EXE, onto the hard drive. Execute the files by typing the file name. Once the files have been loaded into the directory, erase the .EXE file from the directory. 2. Inventory Data Base. The inventory data is expected to reside in the directory ADOT\DB ASE\DBINVEN. As before, this directory must first be created by typing "md\adot\dbase\dbinven" and then the directory title. Once this directory has been created, enter the directory by typing "cd\adot\dbase\dbinven",and insert the Inventoy Data Base Disk in drive A:. To load this data, copy the INV.EXE files into the ADOT\DBASE\DBINVEN directory; then execute the files by typing the file name. Once the files have been loaded into the directory, erase the .EXE file from the directory. This procedure will install both data bases onto the hard disk To use either data base, simply enter the appropriate directory and type "unify". Complete instructions follow. There are two directories (Monitor and Inventory) set up for this complete data base. To enter these directories from the main drive enter the following information: Once this information is typed in, the user needs to enter "UNIFY"to enter the data base directory. The Monitor Data Base (DBMOhq contains screens for all Monitoring and Traffic Data. The Inventory Data Base (DBINVEN) contains screens for all Inventory, Maintenance, Environmental, and Rehabilitation Data. The first menu screen to come up in each of these data bases is the screen in figure 1. This is the UNIFY Main Menu. Before any data can be entered, the word "adot" must be typed in by the SELECTION command. The command "adot" must be typed in lower case letters, as the UNIFY system in case sensitive. This is true for both directories. Failure to type in "adot" at the SELECTION pornpi and directly entering any of the categories on the UNIFY Main Menu will enter the user into the programming menus for the data base. If this is inadvertently done, <^U>will return the user to the chosen menu. will then return the user to the Main Menu where "adot" can then be typed in to enter the menus for data entry. The following figures show the layout of the menus and sub-menus for each Directory. Figures 2a - 2h are Inventory Data Base Screens and figures 3a - 3h are Moniforing Data Base Screens. -\ It For selection of a sub-menu, the key can be used to toggle down to the desired sub-menu. Then the sub-menu is selected by hitting the key. The number designating the sub-menu can also be typed in, followed by the key. A listing and description of the function and input keys is provided in Appendix B. [mainmenu] UNIFY Release 3.2 UNIFY Main Menu 1. Design and Create a New Data Base 2. Create or Modify Screen Forms 3. SQL - Query/DML Language 4. Edit SQL or RPT Command Files 5. Add, Modify or Delete Menus 6. Data Base Design Utilities 7. System Administration . SELECTION: adot Figure 1. U N I F Y Main Menu. 2 MAY 1990 - 12:42 [ adot J UNIFY Release 3.2 ADOT Inventory Data Main Menu - 1. ADOT Required Information 2. ADOT Inventory Data 3. ADOT Maintenance Data 4. ADOT Environmental Data 5. ADOT Error checking ~ o u t i n e s 6. ADOT Data Listing Procedure 7. ADOT Rehabilitation Information SELECTION: Figure 2a. ADOT Inventory Data - Main Menu. 2 MAY 1990 - 02: [ reqinf o] UNIFY Release 3.2 ADOT Required Information 2 MAY 1 9 9 0 - 02:57 I 1. ERES Identification 2. State Identification I 3. ADOT Inventory Data 4 . ADOT Maintenance Data 5 . ADOT Environmental Data 6. ADOT Data Sheet Comments SELECTION : F1-select ^U-up RET-down F2-home F3-previous F4-clear F5-exit F6-help /-more Figure 2b. ADOT Required Information. I1 [ inv] 1. Inventory Data Sheets 1 2. Inventory Data - 3. 10. Inventory Data - sheet 11 Sheet 3 11. Inventory Data - Sheet 12 Inventory Data - Sheet 4 12. Inventory Data - Sheet 13 1 4. Inventory Data - Sheet 5 - Sheet 6 6. Inventory Data - Sheet 7 1 7. Inventory Data - Sheet 8 (1 8. Inventory Data - Sheet 9 (1 9. Inventory Data - Sheet lo 5. 11 2 MAY 1990 UNIFY Release 3.2 ADOT Inventory Data Inventory Data & 2 02:57 - Sheet 14 14. Inventory Data - sheet 15 15. Inventory Data - Sheet 16 13. Inventory Data 1I I I1 SELECTION: Figure 2c. - ADOT I n v e n t o r y Data. [envl 2 MAY 1990 UNIFY Release 3.2 ADOT Environmental Data 1. Environmental Data 2. Environmental Data 3. Environmental Data Figure 2e. - Sheet - 1 Sheet 2 Sheet 3 ADOT Environmental Data. - 02:58 [errorchk] UNIFY Release 3.2 ADOT Error Checking Routines 2 MAY 1990 - 02:58 1. Inventory Error Checking 2. Maintenance Error Checking 3. Envrionmental Error Checking 4. Rehabilitation Error checking SELECTION: F1-select ^U-up RET-down F2-home F3-previous F4-clear F5-exit F6-help /-more Figure 2f. ADOT E r r o r Checking R o u t i n e s . [dumpdata] UNIFY Release 3.2 ADOT Data L i s t i n g Procedure ADOT Data Base Data Dump Enter ERES ID you wish to print data for : Accept entries [CTRL El, Clear field [CTRL Z], Exit [CTRL XI Figure 2g. ADOT Data L i s t i n g P r o c e d u r e . 2 MAY 1990 - 02:58 [rehab] UNIFY Release 3.2 ADOT Rehabilitation Information 1. 3-Layer System Data - 2 MAY 1990 Sheet 5a SELECTION: Figure 2h. ADOT Rehabilitation Information. - 02:58 [ reqinfo] UNIFY Release 3.2 Reaired ADOT Data Base Information 1. ERES Identification 2. State Code Maintenance 3. ADOT Traffic Menu 4. ADOT Monitoring Data 5. ADOT ~onitoringData - Sheet 1 Sheets 2-11 6. Monitoring Data Comment Sheets SELECTION: Figure 3a. Required ADOT Data Base Information. 2 MAY 1990 - 12:42 [adot] UNIFY Release 3.2 ADOT Monitoring Data Main Menu - 2 MAY 1990 - 12:42 1. Required ADOT Data Base Information 3. ADOT Monitoring Data - Sheets 2-11 4. ADOT Monitoring Data - Sheets 8a-13a 2. ADOT Monitoring Data Sheet 1 5. ADOT Traffic Menu 6. ADOT Monitor Error Checking IC- 7. ADOT Report Generation 8. Redux and Repetative Data Entry SELECTION : F1-select ^U-up RET-down F2-home ~3-previousF4-clear F5-exit F6-help /-more Figure 3b. ADOT M o n i t o r i n g Data - Main Menu. [monitor] 2 MAY 1990 UNIFY Release 3.2 ADOT Monitoring Data Sheets 2-11 - 2. Monitoring Data - Sheet 2 (di~ta) 3. Monitoring Data - Sheet 3 4. Monitoring Data - Sheet 4 1. Monitoring Data 5. ~onitoringData - Sheet 8. ~onitoringData - 9. Monitoring Data - 6. ~onitoringData 7. Monitoring Data Sheet 2 (rc:q) 10. Monitoring Data - - 12:42 Sheet 7 (data) 5 (req) Sheet 5 (data) Sheet 6 (req) Sheet 6 (data) Sheet 7 (req) SELECTION : F1-select ^U-up RET-down F2-home F3-previous F4-clear F5-exit F6-help /-more Figure 3c. D O T Monitoring Data - Sheets 2-11. [traffic] UNIFY Release 3.2 ADOT Traffic Menu 2 MAY 1990 - 12:43 1 1. Traffic Data - Sheet 1 2. Traffic Data - Sheet 1 Additional 3. WIM Vehicle Class 4. Axle Load Distributions I-' SELECTION: i F1-select *U-up RET-down F2-home F3-previous F4-clear F5-exit F6-help /-more Figure 3 e . ADOT T r a f f i c Menu. [monerror] UNIFY Release 3.2 A N T Monitor Error checking ADOT Data Base Error Checking 2 MAY 1990 - 12:43 This routines checks for any data errors in the Monitoring Data relations. Proceed ? Figure 3f. ADOT Monitor E r r o r Checking. ADDING FILES The initial information to be input into both directories (for aJl sections) should be the Required ADOT Data Base Information. This is the first selection on the Main Menu, then the first selection on the first sub-menu. This category is ERES Identification. Tlus screen contains the ERES ID, state code, and project ID. A11 other input data is referenced from this information. Every screen will come up first with the following prompt at the bottom of the screen: (onquire, (A)dd, (M)odify, (D)elete. Type in "A" and then hit to add data for an individual section. After data is input, <^U>will save the screen and call up another blank screen for more data entry. Lf no more data input is needed, then <^U>will again call up the same (I), (A), (M), (D) prompts for any Inquiries, Additions, Modifications, or Deletions of data for that particular screen. Hitting c A U > again will send the user back to the previous menu. To add another screen of data, the user just needs to continue entering another section after the first <^U>has cleared the previous screen and saved the data. The user should keep in mind that once a data input screen has been saved by hitting eAU>,any additional information that needs to be added to that screen in that particular file will have to be added in the (M)odify mode. If the user tries to add more data in that same file, the following message will appear at the bottom of the screen: This record already exists. The user can continue to enter data as mentioned above for each of the sheets (screens) on each of the sub-menus. Once the user has entered all of the data in a particular sub-menu, the user can then hit the key to go back to the previous main menu and toggle through the sub-menus until all data has been entered for all menus and sub-menus. While in the Monitoring or Inventory Data Bases, the following sheets of distress information have to be entered in a special way: Monitoring Data sheets 5 (data), 6 (data), 7 (data) Traffic Data sheet l a Traffic Data sheet l b Inventory Data sheet 8 These sheets contain repetitive data that has to be input with only one line of data per screen in the following manner: 2. 3. 4. 5. 6. 7. 8. Enter lane number (if applicable). Enter first line of information on sheet. < "U> to save screen and call up bIank screen. Repeat steps 1 and 2. Enter second line of information on sheet. c A U >to save this screen and call up blank screen. Continue this process for every line of data. All data for screens in both directories can be entered by following the instruc'fions described above. An alternate means of entering data for monitoring sheets 5, 6, and 7 is through the use of the Repetitive Data Entry Program listed in the "adot" sub-menu. Before entering any data through this program, the required data for sheets 5, 6, and 7 must be entered first. This is accomplished by going to the "adot" sub-menu and entering REDUX and Repetitive Data Entry. In this menu, enter the Repetitive Data Entry function and choose the number which corresponds to the data sheet that is being entered. Enter the data in the following way: 1. 2. 3. 4. 5. Enter ERES ID. Enter Date of Survey. Enter Lane Number. Enter rest of required data on screen. < "U> to save this screen. After step 5, the ERES ID, data of survey and lane number will remain the same and does not have to be input again until the ERES ID, date of survey, or lane number changes. When all of the data is input for a specific ID, date, or lane, entering a zero (0) in the fourth line down will send the user back to the Repetitive Date Entry Menu. The user can then choose another data sheet for input or type to exit program. The first selection of the Repetitive Data Entry menu, Convert REDUX Data to Input Fomzat, was specifically designed for the input of ERES' reduced FWD data and this program is only applicable for use with FWD data that ERES has reduced. MODIFYING FILES To modify any screen, go through the menu to the screen that needs modification. Type " M then . The user can hit <^E>, which will call u p all input files. The user can then scan every fiIe to find the necessary He(s) for modification. If the user chooses to scan all fiIes in this manner, after <"E> is hit the following prompt will come up on the bottom of the screen: (N)ew, (P)revious, .i 8 (S)top. By entering "Nu then ,the next file in the program will be called up to the screen. By entering "P" then , the program wilI call up the previous file to the screen. Entering "S" then will stop the Modification process and return the user to the prompt: (I)nquire, (A)dd, (M)odify, (D)elete. At1 files can also be scanned in this mode by hitting the key. Doing this will advance the screens of input one at a time in the same manner as hitting "N". The user can also just type in the name of file (ERES ID) to be modified. This hit and < A E> for the program to search for that particular file. Data can then be modified by toggling with the key to the correct data entry point. After modification, <^U>will save the modified screen and allow for additiond search of data input with the prompt < ^ E > for additional search. Hitting cAX>will exit to the menu. < ^ U >can also be hit to exit back to the (T), (A), (M), (D) prompt, then c A U "U> to go back to the previous menu. An alternative method for scanning particular files can be done in the fouowing ways: 1. 2. 3. 4. 5. "'" cAE>- Calls up all files. "AZ*" <"E> - Calls up all files with the first letters of the ERES ID beginning "AZ. "A2 I-"" c A E >- Calls up all files with the ERES ID beginning "AZ I-". "A2 1-1"< "E> - Calls up the file A Z 1-1. Any field on any record can be searched by entering either "*", text values, or numerical values in that field followed by <^E>. All entries that match the user's query will be called up to the screen. DELETING FILES To delete any complete screen or any portion of a screen, go through the menu to the screen that has the file to delete. When the prompt (I)nquire, (A)dd, O o d i f y , (D)elete comes up, type in "D" and . The prompt "E, ^Z, AXwill appear at the bottom of the screen. By entering <^E>, the program will begin searching all files. The user can also type in the ID of the section desired to be deleted. Then, by entering <"E>, that particular section will be brought u p on the screen for complete or partial deletion. Once the file is identified, the prompt (N)ew, (P)revious, (D)elete, (S)top comes u p at the bottom of the screen. The (N), (P), and (S) commands will function the same as stated before in the instructions for Modifying Files. By hitting " D and , that entire screen of input data will be deleted. If only a portion of the data needs to be deleted, the user can toggle the cursor down the screen by hitting and then by hitting c A Z >or cF4>. If only a part of the file is deleted, the Modification Program can be used to re-enter the new data for the file. The user can return to the menu in the same manner as mentioned before in the section on Modifying Files. Note: If deleting only a reference file that has no data input into it, the prompt -Delete?- will come up at the bottom of the screen. Replying with the response " Y and then will delete the reference file. Replying with an "N" and then will cancel the @) command for that file. INQUIRING INTO FILES The Inquire command allows the user to view any or all files of data for any screen that has information input into it. While in the Inquire mode, the user can search all files by hitting e A E >and then toggling through using the key or by using the (N)ew, or (P)revious commands. Typing "S" and then the key will send the user back to the "E, "2, or "X mode. These commands in this mode perform the same as in the Modify or Delete mode. The user also has the option to search for a particular file by typing in that file name, then <"E> for the program to search for that file. ERROR CHECKING The error checking routine checks for values that are either out of range or invdid. To utilize this command, go to "ADOT Error Checking Routines" on either directory Main Menu. Whereas in the Monitoring Dnta Base, all categories of screens are checked together with one command. In the Inventory Data Base, there are four separate categories of screens for error checking: Inventory, Maintenance, Environmental, and Rehabilitation. In the Inventory Data Base, go to the desired category for error checking. The screen will indicate that this routine will check for any data errors in the category the user has chosen. Type in " Y to proceed with the error checking, or "N" to return to the previous menu. In the Monitoring Data Base, the program will automatically check all categories for errors. Regardless of which data base the user is in, this Error Checking Routine will check for errors in files that have been input. There is no way of singling out a single file or screen for error checking. The next screen that comes up for this routine will be Method of Output for Error Checking. Enter report "I", then toggle using the key to the method of output you have chosen: SCREEN, PRINT, or FILE. Type an "X" in the appropriate blank Toggle the key back to SCREEN and hit cAU>. The prompt (F)oreground, (D)ebug, (Cancel) will then come up at the bottom of the screen. Type in "F" and to proceed with the chosen method of output. The program will run internally first, then continue with output. By typing "C" and , this program will be canceled and the user returned to the previous menu. After data has been output, <^U>can be hit until the user is back at the previous menu. DATA LISTING The data listing command provides a report of all data for a section or sections that are specified by the user. To utilize this command, go to "ADOT Data Listing Procedure" in the Inventory Data Bnse and "Report Generation" in the Monitori?rgData Base. In the Inventory Data Base, all of the data that has been input will be p e n in the method of output chosen by the operator. , In the Monitoring Data Base, the user has the option of listing the FWD data, vehicle classification data, weigh-in-motion (WIM) data, historical traffic data, or all other monitored data. The exact ID file name can be input after the prompt, or a certain category of sections can be entered. For example: "CA*" <"E> would search and Iist alI data in all of the sections with "CAMas the beginning letters for the ERES ID, whereas "CA 1-1" <"E>, which is an exact section ID, would search and list all data for this particular section. By entering "*" <"E>, the program will search for all data entries and will list all entries. The Method of Output for Data Listing Procedure and Report Generation is the same as described above in the method for Error Checking Routines. ADDITIONAL NOTES A default value of -99 was selected to indicate that a specific field of information on the screens was either unavailable or not applicabIe to a particular section. A "Comments Sheet" has been added to both directories for the input of any additional information that is not required to be input anywhere else in the data bases. This information consists of any information gathered in the field surveys or through research that is unique to the section or may be useful in the analysis of that section. When adding data to the individual screens in either directory, the ERES ID is the first information to be entered. This gives the program- a reference under which to save the files. If the correct ID is not entered to each individual screen, a message will appear at the bottom of the screen: "Reference not Found". The cursor will then return to the first line of the screen for the correct ID to be entered. Remember that the UMFY System is upper and lower case type sensitive. If the ERES Identification was originally entered in upper case, it must continue to be entered that way. The location codes for FWD testing are as follows: Code 0 Code 1 Code 2 Code 3 - - Wheelpath MidsIab Same slab as Code I, but adjacent joint at outside comer Next slab, but adjacent to same joint If sensor "-1" is perpendicular to the other sensors, the prefix 1 is used with the above codes, i.e. 11, 12, 13. Code 4 Code 22 Code 23 Code 32 Code 33 Code 42 Code 43 - Sensor Do load in wheelpath at approach to crack (prestressed). Sensor Do load in wheelpath at approach to anchor joint (prestressed). Sensor Do load in wheelpath on opposite side of approach to anchor joint (prestressed). Sensor Do load on comer at approach to anchor joint (prestressed). Sensor D, load on corner on opposite side of approach to anchor joint (prestressed). Sensor Do load in center of slab at approach to crack (CRCP). Sensor Do load in center of slab on opposite side of approach to crack (CRCP). Traffic sheets 2 and 3 - 9 are the monitored vehicle classification and weigh-in-motion data. Because of the substantial amount of information for this record, the following section ID'Swere used and these ID'S reflect project wide information: There was no WIM studies done for any of the California sections. On each of these screens there is always one more axle load than axle spacings. Load 1 and 2 correspond with spacing 1; load 2 and 3 correspond with spacing 2; and so on. 1 I I Load 1 Spacing 1 i I i Load 2 Spacing 2 i I i Load 3 On sheet 9 in the Inventory Data Base, the field for dowel spacing is coded as a string of XX characters so that numbers (e.g., 6, 18, 30, etc.) as well as letters (e.g., No Dowels) could be listed. APPENDICES Several appendices are provided in support of this users manual. Appendix A provides tables and figures listing all standard codes contained in the data base. These standard codes are taken directly from the Data Collection Guide for Long Term Pavement Performance Studies. Appendix B provides a description of the functional input keys for manipulation of the data base. Appendix C lists standard FHWA vehicle ~Iassificationswith definitions of each class. Appendix D contains the data sheets for all pavement sections. APPENDIX A TABLES AND FIGURES STANDARD CODES Table A.2 Functional Class Codes. FunctionaI Class Code Rural: . . . . . . . . . . . . . . . . . . . . . . . 01 Principal Arterial .Other . . . . . . . . . . . . . . . . . . . . . . . . . 02 Minor Arterial . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 06 Major ColIector . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 07 Minor Collector . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 08 Local Collector . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 09 Principal Arterial- Interstate Urban: Principal Arterial .Interstate . . . . . . . . . . . . . . . . . . . . . . 11 Principal Arterial .Other Freeways . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Other Principal Arterial . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Minor Arterial . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Collector . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 Local . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 or Expressways Note: These codes are consistent with the HPMS system. Table A.4 Pavement Type Codes. Tvpe of Pavement Code Flexible Pavements: Asphalt Concrete With Granular Base . . . . . . . . . . . . . . . . . . . . 01 Asphalt Concrete With Stabilized Base . . . . . . . . . . . . . . . . . . . 02 Asphalt Concrete Pavement With Asphalt Concrete Overlay . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 03 Asphalt Concrete Pavement With JPCP Overlay . . . . . . . . . . . . 04 Asphalt Concrete Pavement With JRCP Overlay . . . . . . . . . . . . 05 Asphalt Concrete Pavement With CRCP Overlay . . . . . . . . . . . . 06 RiPid Pavements: JPCP .Original Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . II JRCP .OriginaI Cor~struction. . . . . . . . . . . . . . . . . . . . . . . . . . . 12 CRCP .Original Construction . . . . . . . . . . . . . . . . . . . . . . . . . . 13 JPCP With Asphalt Concrete Overlay . . . . . . . . . . . . . . . . . . . . 14 JRCP With Asphalt Concrete Overlay . . . . . . . . . . . . . . . . . . . . 15 CRCP With Asphalt Concrete Overlay . . . . . . . . . . . . . . . . . . . . 16 FOP With P C P Overlay . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 JPCP With JRCP Overlay . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 JRCP With JPCP Overlay . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 JRCP With JRCP Overlay . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 CRCP With JPCP Overlay . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21 CRCP With JRCP Overlay . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 CRCP With CRCP Overlay . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 JPCP With CRCP Overlay . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 JRCP With CRCP Overlay . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 Prestressed Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 Composite Pavements (Overlay Included in Initial Construction): CRCP With Asphalt Concrete Overlay . . . . . . . . . . . . . . . . . . . . 31 CRCP Over Asphalt Concrete Base . . . . . . . . . . . . . . . . . . . . . . 32 P C P Over Asphalt Concrete Base . . . . . . . . . . . . . . . . . . . . . . . 33 JRCP Over Asphalt Concrete Base . . . . . . . . . . . . . . . . . . . . . . . 34 CRCP Over Lean Concrete Base . . . . . . . . . . . . . . . . . . . . . . . . . 35 JPCP Over Lean Concrete Base . . . . . . . . . . . . . . . . . . . . . . . . . 36 JRCP Over Lean Concrete Base . . . . . . . . . . . . . . . . . . . . . . . . . 37 Definitions: JPCP .Jointed Plain Concrete Pavement JRCP .Jointed Reinforced Concrete Pavement CRCP .Continuously Reinforced Concrete Pavement Flexible Pavement .Asphalt Concrete Pavement Rigid Pavement .Portland Cement Concrete Pavement Table A.5 Pavement Surface Material Type Codes. Material Tvpe . Code Asphalt Concrete. Dense Graded . . . . . . . . . . . . . . . . . . . . . . . . . . . 01 Asphalt Concrete. Open Graded . . . . . . . . . . . . . . . . . . . . . . . . . . .02 Sand Asphalt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 03 Portland Cement Concrete $PCP) . . . . . . . . . . . . . . . . . . . . . . . . . .04 Portland Cement Concrete (JRCP) . . . . . . . . . . . . . . . . . . . . . . . . . .05 Portland Cement Concrete (CRCP) . . . . . . . . . . . . . . . . . . . . . . . . . 06 (Porous Friction Course) Portland Cement Concrete (Prestressed) . . . . . . . . . . . . . . . . . . . . . 07 Portland Cement Concrete (Fibrous) ........................ 08 Plant Mix Material (Emulsified Asphalt). Cold Laid . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 09 Plant Mix Material (Cutback Asphalt). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10 Single Surface Treatment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Double Surface Treatment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Cold Laid Recycled Asphalt Concrete ............................ Cold Laid. Central Plant Mix . . . . . . . . . . . . . . . . . . . . . . . Cold Laid. Mix-In-Place . . . . . . . . . . . . . . . . . . . . . . . . . . . Heater Scarification/Recompaction . . . . . . . . . . . . . . . . . . . Hot. Central Plant Mix 13 14 15 16 Recycled Portland Cement Concrete p n. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 JRCP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 CRCP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Table A.6 Base and Subbase Material Type Codes . Code No Base (Pavement Placed Directly on Subgrade) . . . . . . . . . . . . . . . . . . . . . . 21 Gravel (Uncrushed) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .22 Crushed Stone. Gravel. or Slag . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 Sand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 . Soil / Aggregate Mixture (Predominantly Fine-Grained Soil) . . . . . . . . . . . . . . . 25 Soil/Aggregate Mixture (Predominantly Course-Grained Soil) Soil Cement (Cement Treated Sand) . . . . . . . . . . . . 26 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .27 Asphalt Bound Base or Subbase Materials . . . . . . . . . . . . . . . . . . . . . 28 Dense Graded. Cold Laid. Central Plant Mix . . . . . . . . . . . . . . . . . . . . 29 Dense Graded. Cold Laid. Mixed-In-Place . . . . . . . . . . . . . . . . . . . . . . 30 Open Graded. Hot Laid. Central Plant Mix . . . . . . . . . . . . . . . . . . . . . 31 Open Graded. Cold Laid. Central Plant Mix . . . . . . . . . . . . . . . . . . . . . 32 Open Graded. Cold Laid. Mixed-In-Place . . . . . . . . . . . . . . . . . . . . . . . 33 RecycIed Asphalt Concrete. Plant Mix. Hot Laid . . . . . . . . . . . . . . . . . 34 Recycled Asphalt Concrete. Plant Mlx. Cold Laid . . . . . . . . . . . . . . . . . 35 Recycled Asphalt Concrete. Mixed-In-Place . . . . . . . . . . . . . . . . . . . . . 36 Cement-Aggregate Mixture (Gravel and Crushed Stone) . . . . . . . . . . . . . . . . . 37 Lean Concrete Mixture . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 Recycled Concrete Mixture . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 Sand-ShellMixture . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 Dense Graded. Hot Laid. Central Plant Mix Limerock 41 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .42 Cement-Treated Subgrade Soil . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43 Pozzolanic- Aggregate Mixture . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44 Cracked and Seated PCC Layer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45 Open Graded Aggregate Layer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46 Other . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49 . Lime-Treated Subgrade Soil Table A.7 Subgrade Soil Description Codes. Soil Description Code Fine-Grained Subgrade Soils: Clay (Liquid Limit >50) . . . . . . . . . . . . . . . . . . . . . . . . 51 SandyClay SiltyClay Silt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 ................................... 53 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 SandySilt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55 Clayey Silt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56 Coarse-Grained Subgrade Soils: Sand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57 Poorly Graded Sand SiltySand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59 Clayey Sand Gravel . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 ..................................... 61 ......................... 62 ............................... 63 ...................................... 64 Poorly Graded Gravel Clayey Gravel Shale Rock ....................................... 65 Table A.8 Material Type Codes for Thin Seals and Interlayers . Code . Chip Seal Coat . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .71 Slurry Seal Coat . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72 Fogsealcoat ................................. WovenFabric . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .74 Nonwoven Fabric 73 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75 Stress Absorbing Membrane Interlayer . . . . . . . . . . . . . . 77 Thin Asphalt Concrete Interlayer . . . . . . . . . . . . . . . . . . 78 Gravel Interlayer .............................. 79 .................. 80 Open-Graded Asphalt Interlayer Chip Seal with Special Binder Sandseal . . . . . . . . . . . . . . . . . . . . 81 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 82 Asphalt Rubber Sand Asphalt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83 ................................. 84 Table A.10 Soil Type Codes. AASHTO Soil Classification. Code A-1-a ....................................... 01 A-1-b ....................................... 02 A-3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 03 A-2-4 ....................................... 04 A-2-5 ....................................... 05 A-2-6 ....................................... 06 A-2-7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 07 Table A . l l Portland Cement Type Codes. Code . Type1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 Type11 ...................................... 42 Type111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43 TypeVI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44 TypeV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .45 TypeIS ...................................... TypeISA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .47 ..................................... TypeIA 46 48 TypeIIA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49 TypeIIIA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 Type IP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .51 TypeIPA TypeN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .53 TypeNA Other . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .54 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55 Table A.16 Grades of Asphalt. Emulsified Asphalt. and Cutback Asphalt Codes . Code Asphalt Cements AC.2.5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 01 AC-5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 02 AC-10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 03 AC-20 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 04 AC-30 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 05 AC-40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 06 AR-1000 (AR-10 by AASHTO Designation) . . . . . . . . . . . . 07 AC-2000 (AR-20 by AASHTO Designation) . . . . . . . . . . . . 08 AC-4000 (AR-40 by AASHTO Designation) . . . . . . . . . . . . 09 AC-8000 (AR-80 by AASHTO Designation) . . . . . . . . . . . . 10 AC-16000 (AR-160 by AASHTO Designation) . . . . . . . . . . . 11 200-300pen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 120-150pen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 85-100pen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 60-70pen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 40-50pen . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Emulsified Asphalts Table A.16 Grades of Asphalt, Emulsified Asphalt, and Cutback Asphalt Codes (Continued). Code Cutback Asphalts (RC, MC, SC) 30 (MC Only) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .35 250 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .36 800 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .37 3000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 70 Taken from MS-5, "A Brief Introduction to Asphalt," and Specification Series No. 2 (SS-2), "Specifications for Paving and Industrial Asphalts," both publications by the Asphalt Institute. Table A.17 Maintenance and Rehabilitation Work Type Codes. Code Crack Sealing (linear ft.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 01 Transverse Joint Sealing (linear ft.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 02 Lane/Shoulder Longitudinal Joint Sealing (linear ft.) . . . . . . . . . . . . . . . . . . . 03 Full Depth Transverse Joint Repair Patch (sq. yds.) . . . . . . . . . . . . . . . . . . . . . 04 Full Depth Patching of PCC PAve~ner~t Other Than at a Joint (sq. yds.) . . . . . 05 Partial Depth Patching of PCC Pavement (sq. yds.) . . . . . . . . . . . . . . . . . . . . . 06 PCC Slab Replacement (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 07 PCC Shoulder Restoration (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 08 PCC Shoulder Replacement (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 09 AC Shoulder Restoration (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 AC Shoulder Replacement (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Grinding Surface (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12 Grooving Surface (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Pressure Grout Subsealing (no. of holes) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Slab Jacking Depressions (no. of depressions) . . . . . . . . . . . . . . . . . . . . . . . . . 15 Asphalt Subsealing (no. of holes) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Spreading of Sand or Aggregate (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 Reconstruction (Removal and Replacement - sq. yds.) . . . . . . . . . . . . . . . . . . . 18 Asphalt Concrete Overlay (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19 Portland Cement Concrete Overlay (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . 20 Mechanical Premix Patch (using motor grader and roller - sq. yds.) . . . . . . . . . . . . . . . . . . . . . . 21 Manual Premix Spot Patch (hand spreading and compacting with roller - sq. yds.) . . . . . . . . . . . . 22 Machine Premix Patch (placing premix with paver roller - sq. yds.) . . . . . . . . . . . . . . . . . . . . 23 Full Depth Patch of AC Pavement (removing damaged material, repairing supporting, material, repairing - sq. yds.) . . . . . . . . . . . . . . . 24 Patch Pot Holes (hand spread and compacted with truck - no. of holes) . . . . . . . . . . . . 25 Skin Patching (hand tools/hot pour to apply liquid asphalt and aggregate - sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .26 Strip Patching (using spreader and distributor to apply hot liquid asphalt and aggregate - sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 Surface Treatment, Single Layer (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 Surface Treafment, Double Layer (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . 29 Surface Treatment, Three or More Layers (sq. yds.) . . . . . . . . . . . . . . . . . . . . . 30 Table A.17 Maintenance and Rehabilitation Work Type Codes (Continued). Code Aggregate Seal Coat (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 Sand Seal Coat (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 Slurry Seal Coat (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 Fog Seal Coat (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 Prime Coat (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 Tack Coat (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .36 Dust Layering (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .37 Longitudinal Subdrains (linear ft.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 Transverse Subdrains (linear ft.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 Drainage Blankets (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 . Well System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .41 Drainage Blankets with Longitudinal Drains . . . . . . . . . . . . . . . . . . . . . . . . . 42 Hot Mix Recycled Asphalt Concrete (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . 43 Cold Mix Recycled Asphalt Concrete (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . 44 Heater Scarification, Surface Recycled Asphalt Concrete (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .45 Crack and Seat PCC Pavement as a Base for New AC Surface (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46 Crack and Seat PCC Pavement as a Base for New PCC Surface (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 Recycled PortIand Cement Concrete (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . 48 Pressure Relief Joints in PCC Pavements (linear ft.) . . . . . . . . . . . . . . . . . . . .49 joint Load Transfer Restoration in PCC Pavements (linear ft.) . . . . . . . . . . . . 50 Mill Off AC and Overlay with AC (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . . .51 Mill Off AC and Overlay with PCC (sq. yds.) . . . . . . . . . . . . . . . . . . . . . . . .52 Other . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .53 Table A.18 Location on Pavement Codes. Code Outside Lane (Number 1) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 01 Inside Lane (Number 2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 02 Inside Lane (Number 3) ......................................... Shoulder . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .04 Curb and Gutter SideDitch Culvert Other . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .05 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 06 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 07 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .08 All Lanes. Both Directions Note: 03 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 09 SHRP LTPP o d y studies outside lanes. Table A.19 Maintenance Materials Type Codes . Code Preformed Joint Fillers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 01 Hot Poured Joint and Crack Sealer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 02 Cold Poured Joint and Crack Sealer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 03 Open Graded Asphalt Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 04 Hot Mix Asphalt Concrete Laid Hot . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 05 Hot Mix Asphalt Concrete Laid CoId . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 06 Sand Asphalt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .07 Portland Cement Concrete (Overlay or Replacement) Jointed Plain (JPCP) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 08 Jointed Reinforced P C P ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 09 Continuously Reinforced (CRCP) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Portland Cement Concrete (Patches) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Hot Liquid Asphalt and Aggregate (Seal Coat) . . . . . . . . . . . . . . . . . . . . . . . . 12 Hot Liquid Asphalt and Mineral Aggregate . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Hot Liquid Asphalt and Sand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Emulsified Asphalt and Aggregate (Sed Coat) . . . . . . . . . . . . . . . . . . . . . . . . 15 Emulsified Asphalt and Mineral Aggregate . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Emulsified Asphalt and Sand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 Hot Liquid Asphalt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Emulsified Asphalt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19 Sand Cement (Using Portland Cement) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 Lime Treated or Stabilized Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 Cement Treated or StabiIized Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 CementGrout . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 Aggregate (Gravel. Crushed Stone. or Slag) . . . . . . . . . . . . . . . . . . . . . . . . . . .24 Sand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 MineralDust . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .26 . Mineral FilIer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .27 Other . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 CLIMATIC ZONES FOR THE UNITED STATES WITH CORRESPONDING PRRP DATA BASE CODES PRRP ENVIRONMENTAL ZONES CLIMATIC ZONES I-A, Wet-Freeze . . . . . . . . . . . . . . . . . . . . . . . . . . Wet-Freeze (2) I-B, Wet-Freeze-Thaw . . . . . . . . . . . . . . . . . . . . . Wet-Freeze (2) I-C, Wet-No Freeze IT-A, Intermediate-Freeze . . . . . . . . . . . . . . . . . . . . Dry-Freeze (4) IT-B, Intermediate-Freeze-Thaw . . . . . . . . . . . . . . . Dry-Freeze (4) II-C, Intermediate-No Freeze . . . . . . . . . . . . . . . . . Dry-Freeze (4) . . . . . . . . . . . . . . . . . . . . . Wet-No Freeze (I) . . . . . . . . . . . . . . . . . . . . . . . . . . . Dry-Freeze Ill-A, Dry-Freeze ID-B, Dry-Freeze-Thaw . . . . . . . . . . . . . . . . . . . . , . Dry-Freeze (4) III-C, Dry-No Freeze . . . . . . . . . . . . . . . . . . . . . Dry-No Freeze (3) (4) APPENDIX B FUNCTION AND INPUT KEYS FUNCTION AND INPUT KEYS F1 - Select F2 - Home Menu F3 - Previous Menu F4 - Clears field or line cursor is on F5 - Exit to DOS F6 - Help key F9 - Toggles Function Key Menu off and on ^U - While inputting data, this command will move the cursor up one line. After screen input is complete, c A U >will save the screen and then call up the same blank screen for more input. Hitting <^U>again will call up the (I)nquire, (A)dd, (M)odify, (D)eIete menu at bottom of screen. Hitting c A U >again will send the user back to the menu. After data input, the cursor must be on the first line of data for user to be able to hit <^U>and save the screen. ^E - This command will search all records by hitting <"E>, or will search for a particular record if that record's ID is already input. "X - While in any mode, this command will exit the user to the previous menu. * Z - This command will clear the field that the cursor is on for deletion or modification. I- Inquire - While in a data input screen, type in ID of section and this mode will bring that screen information up for viewing on the monitor. The user can also search all records for inqu.iry by hitting cAE>. A- Add - This mode is used for initial input of all data to any screen. M- Modify - This mode is used to modify data or add more data to a screen that already exists. D - Delete - This mode can be used to delete entire screens of input data or can be used to delete specific lines of data by using the cF4> key or eAZ>. Wlule in (I)nquire, (M)odify, and @)elete modes, and while searching all fields of data input for any screen, hitting either the key or " N and will call up the next screen of input data, "P" and will toggle back to previous screen of input, and "S" then will stop the search and go back into ^E, ^Z, or ^X mode. While in this mode, <^U>must be hit four times to get back to the previous menu if <^X>is not used. * - APPENDIX C FHWA VEHICLE CLASSIFICATIONS WITH DEFINITIONS FHWA VEHICLE CLASSIFICATIONS WITH DEFINITIONS Type Name and Description 1. Motorcycles (Optional) - All two- or three-wheeled motorized vehicles. Typical vehicles in this category have saddle type seats and are steered by handle bars rather than a wheel. This category includes motorcycles, motor scooters, mopeds, motor-powered bicycles, and three-wheeled motorcycles. This vehicle type may be reported at the option of the State. 2. Passenger Cars - All sedans, coupes, and station wagons manufactured primarily for the purpose of carrying passengers and including those passenger cars pulling recreational or other light trailers. 3. Other Two-Axle, Four-Tire Single Unit Vehicles - All two-axle, four-tire vehicles, other than passenger cars. Included in this ~Iassificationare pickups, vans, and other vehicles such as campers, motor homes, ambulances, hearses, and carryalls. Other two-axle, four-tire single unit vehicles pulling recreational or other light trailers are included in this classification. 4. Buses - All vehicles manufactured as traditional passenger-carrying buses with two axles and six tires or three or more axles. This category includes only traditional buses (including school buses) functioning as passenger-carrying vehicles. All two-axle, four-tire minibuses should be classified as other two-axle, four-tire single unit vehicles. Modified buses should be considered to be a truck and be appropriately cIassified. NOTE: In reporting information on trucks, the following criteria should be used: a. Truck tractor units traveling without a trailer will be considered singIe unit trucks. b. A truck tractor unit pulling other such units in a "saddle mount" configuration will be considered as one single unit truck and will be defined only by the axles on the pulling unit. c. Vehicles shall be defined by the number of axles in contact with the roadway. Therefore, "floating" axles are counted only when in the down position. d. The term "trailer" includes both semi- and full trailers. 5. Two-Axle, Six-Tire, Single Unit Trucks - All vehicles on a singIe frame including trucks, camping and recreation vehicles, motor homes, etc., having two axles and dual rear wheeIs. 6. Three-Axle S i n ~ l eUnit Trucks - All vehicles on a single frame including trucks, camping and recreation vehicles, motor homes, etc., having three axles. 7. Four or More Axle Single Unit Trt& with four or more axles. 8. Four or Less Axle Sinale Trailer Trucks All vehicles with four or less axles consisting of two units, one of which is a tractor or straight truck power unit. 9. Five-Axle Single Trailer Trucks - All five-axle vehicles consisting of two units, one of which is a tractor or straight truck power unit. 10. Six or More Axle Single Trailer Trucks - All vehicles with six or more axles consisting of two units, one of which is a tractor or straight truck power unit. 11. Five or Less Axle Multi-Trailer Trucks - All vehicles with five or less axles consisting of three or more units, one of which is a tractor or straight truck power unit. - All trucks on a single kame - 12. Six-AxIe Multi-Trailer Trucks - A11 six-axle vehicles consisting of three or more units, one of which is a tractor or straight truck power unit. 13. Seven or More Axle Multi-Trailer Trucks - All vehicles with seven or more axles consisting of three or more units, one of which is a tractor or straight truck power unit. 14. A11 Other Vehicle T w e s - Any and all vehicles which d o not fit into one of the above-mentioned categories. APPENDIX D DATA SHEETS INVENTORY DATA SHEETS SHEET 1 INVENTORY DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" - AZ PROJFCT ID GEOMETRIC, SHOULDER, AND DRAINAGE INFORMATION 1. TYPE OF PAVEMENT (SEE CODES, TABLE A.4) 2. NUMBER OF THROUGH LANES IN DIRECTION OF SURVEY 3. LANE WIDTH (FEET) 4. LANES (BY NUMBER) INCLUDED IN MONITORING SECTION -- - (LANE 1 IS OUTSIDE LANE, LANE 2 IS NEXT TO LANE 1, ETC.) 5. OUTSIDE SHOULDER WIDTH (FEET) 6. INSIDE SHOULDER WIDTH (FEET) 7. SHOULDER SURFACE TYPE: Turf Granular Asphalt Concrete . . .. .. .. .. .. .. 21 ..3 --- . . . . . . . .4 Concrete Surface Treatment Other . . . 65 a) OUTSIDE SHOULDER b) INSIDE SHOULDER 8. OUTSIDE SHOULDER: a) BASE TYPE (SEE BASE TYPE CODE, TABLE A.6) - b) SURFACE THICKNESS (INCHES) c) MAXIMUM d) MINIMUM e) CONTINUOUS SLOPE Y / N f) BASE THICKNESS (INCHES) g ) JOINT SPACING (FEET) -- - - - - -- - -- h) TRANSVERSE JOINTS IN SHOULDER MATCH JOINTS IN MAINLINE PAVEMENT i) TRANSVERSE JOINT SKEWNESS Y / N SHEET 2 INVENTORY DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" A2 PROJECT ID - GEOMETRIC, SHOULDER, AND DRAINAGE INFORMATION (CONTINUED) SUBSURFACE DRAINAGE TYPE No subsurface drainage Longitudinal drains Transverse drains Drainage blanket Well system Drainage blanket with longitudinal drains Other (Specify) . . . . . . . . . . . . . . .1 . . . . . . . . . . . . . . . .2 ................. 3 .................. 4 . . . . . . . . . . . . . . . . . . . .5 . . . . . . . . . . . . . .. .. .. .. .. 67 DIAMETER OF LONGITUDINAL DRAINPIPES (INCHES) SUBSURFACE DRAINAGE LOCATION Continuous along Project Intermittent......... . . . .. .. .. .. .. .. .. .. .. .. .. 1 2 SPACING OF LATERAL OUTLETS (FEET) COEFFICIENT OF DRAINAGE (C,) SHEET 3 INVENTORY DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZ PROJECT ID - FIELD SURVEY: GENERAL INFORMATION DATE OF FIELD SURVEY (MONTH/DAY/YR) - -1SURVEYORS' INITIALS -1 FUNCTIONAL CLASSIFICATION (See Table A.2, Appendix A) - -1- -- / -- TEST SECTION LOCATION: START POINT MILEMARK END POINT MILEMARK START POINT STATION NUMBER END POINT STATION NUMBER LENGTH OF SECTION (FEET) IF NO MP OR STN, DISTANCE FROM NEAREST STRUCTURE/ INTERCHANGE/CROSSROAD (FEET) AVERAGE CONTRACTION JOINT SPACING (FEET) RANDOM JOINT SPACING (IF APPLICABLE) TRANSVERSE JOINT SKEWNESS ---- -------Y / N SHEET 4 INVENTORY DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND R E H A B I L I T A T I O N " AZ PROJECT F I E L D SURVEY: - ID DRAINAGE INFORMATION STATION SLOPE SIGN INNER W E SLOPE SIGN OUTER LANE LONGITUDINAL SLOPE' IPercent1 3 EQUALLY SPACED ALONG PROJECT) i MEASUREMENTS, ---+ -+ -- - + - - --- -.-- -.- - - -.- - -.-- ---- TWSVERSE SLOPE' ( P e r c e n t) ( 3 MEASUREMENTS, EQUALLY SPACED ALONG PROJECT) ---+ ---- --+ - - --- - - - -.- - - ---- - --- - - --- SHOULDER SLOPE' (Percent) ( 3 MEASUREMENTS, EQUALLY SPACED ALONG PROJECT --- + - --+ - --+ -*- + - - - - - - - - ---- - --- - - - -.- - - -.- -a- CUT OR F I L L DEPTH (GROUND LEVEL T O PAVEMENT SURFACE ELEVATION) F i l l > 40 FT 1 F i l l 16 40 F T 2 Fill 6 1 5 FT 3 A t Grade (5 FT F i l l to 5 FT C u t ) 4 C u t 6 - 1 5 F T 5 C u t 1 6 - 4 0 F T . . . . . . . . . . 6 C u t > 4 0 FT 7 Other 8 - ........... . .. .. .. .. .. .. .. .. ... .......... ........... DEPTH O F DITCH LINE (FROM PAVEMENT SURFACE, F E E T ) NOTES : L o n g i t u d i n a l s l o p e i s p o s i t i v e w h e n e l e v a t i o n increases i n t h e d i r e c t i o n of t h e survey. a e l e v a t i o n of t h e c e n t e r l i n e s i d e of t h e l a n e i s g r e a t e r t h a n t h e e l e v a t i o n of t h e s h o u l d e r s i d e of t h e l a n e i n t h e d i r e c t i o n of t h e survey. T r a n s v e r s e s l o p e is negative w h e n t h e SHEET 5 INVENTORY DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZ PROJECT ID - - FIELD SURVEY: DRAINAGE INFORMATION (CONTINUEDL SEALANT DAMAGE' BLOWHOLES OUTER SHOULDER N L M H N L M H INNER SHOULDER N L M H N L M H INDICATORS OF POOR DRAINAGE: Cattails or willows growing in ditch Drainage outlets clogged Drainage outlets below ditchline Non-continuous cross section, crown to drainage ditch Pumping NOTE :I If not applicable, leave blank. N Y / N L M H Y / N SHEET 6 INVENTORY DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AZ PROJECT ID PHYSICAL PROPERTIES OF THE BASE COURSE THICKNESS (INCHES) LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX GRADATION : SIEVE 1-1/2" 3/4" 3/8" # 4 # 10 # 30 # 40 # 60 # 80 # 100 # 200 PERCENT PASSING - SHEET 7 INVENTORY DATA ADoT/EREs CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND % H A B I L I T A T I O N " - AZ P R O J E C T I D AGE AND MAJOR PAVEMENT IMPROVEMENTS YEARS WHEN MAJOR IMPROVEMENTS OCCURRED AND T Y P E S OF IMPROVEMF,NTS YEAR - IMPROVEMENT TYPE CODES .......... SLAB J A C K I N G ....... 01 -- -- 02 ....... -- 03 ..... 04 ......... 05 ----- ---- OVERLAY J O I N T REPAIR IMPROVED SHOULDER RECYCLED TYPE - ........ REMOVED AND RECONSTRUCTED . UNDERDRAINS OTHER, S P E C I F Y 06 --- 07 08 YEAR WHEN ROADWAY WIDENED O R I G I N A L NUMBER O F LANES (ONE D I R E C T I O N ) F I N A L NUMBER O F LANES (ONE D I R E C T I O N ) LANE NUMBER OF LANE ADDED A l a n e c r e a t e d by roadway widening s h o u l d n o t be u s e d f o r SHRP-LTPP u n l e s s t h e pavement s t r u c t u r e under t h e NOTES: e n t i r e l a n e was c o n s t r u c t e d a t t h e same t i m e and i s uniform. a Major improvements t o pavements o n l y . Does n o t i n c l u d e b r i d g e s . SHEET 8 INVENTORY DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE - AZ P R O J E C T I D LAYER D E S C R I P T I O N S LAYER' NUMBER LAYER' DESCRIPTION 1 SUBGRADE ( 7 ) THICKNESS (INCHES) FROM PLANS . THICKNESS ( INCHES ) FROM CORES/BORING MATERIAL' TYPE CLASSIFICATION --- -- DEPTH ( F E E T ) BELOW SURFACE TO " R I G I D * LAYER SUCH AS ROCK, STONE, OR DENSE SHALE NOTES: - L a y e r 1 is s u b g r a d e s o i l ; t h e l a s t l a y e r is t h e e x i s t i n g surface. a ' LAYER D E S C R I P T I O N CODES: Overlay Seal Coat O r i g i n a l Surface HMAC L a y e r ( B e l o w Surface L a y e r ) . Base Layer .......1 . . . . .. .. 23 ...4 .....5 . .. ... ... ... ... ... ... ... 678 Subbase L a y e r Subgrade Interlayer porous F r i c t i o n Course ..........9 Surface T r e a t m e n t .... .10 T h e m a t e r i a l t y p e c l a s s i f i c a t i o n codes f o r surface, base o r subbase, subgrade, and seal coat o r i n t e r l a y e r m a t e r i a l s appear i n T a b l e s A . 5 , A . 6 , A . 7 , and A . 8 r e s p e c t i v e l y . SHEET 9 INVENTORY DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMRNCE AND REHABILITATION" AZ - P R O n C T ID RIGID PAVEMEMT W Y E R S ,'JOINT DATA - LAYER. NUMBER (FROM SHEET 8) AVERAGE CONTRACTION JOINT SPACING (FEET) RANDOM JOINT SPACING, IF ANY: ---- BUILT-IN EXPANSION JOINT SPACING (FEET) TRANSVERSE CONTRACTION JOINT LOAD TRANSFER SYSTEM 1 Dowels Aggregate Interlock. 2 I-Beams 3 Star Lugs 4 Other (Specify) 5 . . . . . . . .. .. .. .. .. .. .. .. .. .. .. ................. ................ DOWEL DIAMETER (INCHES) DOWEL NUMBER' 1 1 OUTER LANE INNER LANE I 2 3 1 4 I 5 6 1 7 1 8 1 9 10 11 12 I DOWEL LENGTH (INCHES) DOWEL COATING Paint and/or Grease Plastic Monel Stainless Steel Epoxy Other (Specify) ........... . . . . . . . .......... .................. ............. .................. METHOD USED TO INSTALL DOWELS Preplaced on baskets Mechanically installed Other ( Specify) . .. .. .. .. .. .. .. .. .. JOINT LOAD TRANSFER (PERCENT) NOTES: I Use a separate sheet for each rigid pavement layer. For each lane, Dowel Number 1 is nearest the lane/shoulder joint, Number 2 is next to Number 1, and so on. SHEET 1 0 INVENTORY DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND R E H A B I L I T A T I O N " - AZ P R O J E C T I D R I G I D PAVEMENT LAYERS, J O I N T DATA' (CONTINUED) - LAYER NUMBER (FROM SHEET 8 ) METHOD USED T O FORM TRANSVERSE J O I N T S Sawed. 1 . . . . .. .. .. .. .. .. .. .. 2 Uni-Tube) . 3 Plastic Insert Metal Insert (i.e., 4 Other (Specify) TRANSVERSE J O I N T SEALANT TYPE ( A S B U I L T ) Preformed (open web) 1 Asphalt 2 Rubberized Asphalt 3 Low-Modulus Silicone 4 O t h e r ( i . e . , closed n e o p r e n e or s p e c i f y ) 5 ..... ............ . .. .. .. .. .. TRANSVERSE J O I N T SEALANT RESERVOIR ( A S B U I L T ) WIDTH, ( I N . ) DEPTH, ( I N . ) TYPE OF LONGITUDINAL J O I N T (BETWEEN LANES) 1 Insert Weakened P l a n e Butt Keyed 2 Other Sawed Weakened P l a n e 3 (Specify) .......... . . . . . . . .. .. ...4 - 5 --- T I E BAR DIAMETER ( I N C H E S ) -- T I E BAR LENGTH ( I N C H E S ) T I E BAR S P A C I N G ( I N C H E S ) TYPE O F SHOULDER-OUTER LANE J O I N T . .. .. .. .. .. .. .. .. .. 21 Keyed sawed Weakened P l a n e . . 3 Butt SHOULDER-TRAFFIC . .. .. .. 45 I n s e r t W e a k e n e d Plane Tied Concrete Curb Other (Specify) 6 LANE J O I N T T I E BAR ( F O R CONCRETE SHOULDER) DIAMETER ( I N C H E S ) LENGTH ( I N C H E S ) SPACING ( I N C H E S ) DEPTH O F LONGITUDINAL J O I N T CUT ( I N . ) NOTE : Use a separate sheet f o r e a c h r i g i d p a v e m e n t layer. - SHEET 11 INVENTORY DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" -- AZ PROJECT ID RIGID PAVEMENT LAYERS, REINFORCING STEEL DATA^ LAYER NUMBER (FROM SHEET 8) TYPE OF REINFORCEMENT Deformed Bars Welded Wire Fabric Other (Specify) . . . .. .. .. .. .. .. .. .. 21 3 TRRNSVERSE BAR DIAMETER (INCHES) TRANSVERSE BAR SPACING (INCHES) LONGITUDINAL BAR DIAMETER (INCHES) LONGITUDINAL BAR SPACING (INCHES) YIELD STRENGTH OF REINFORCEMENT (KSI) DEPTH TO REINFORCEMENT FROM SLAB S W A C E (INCHES) NOTE : Use a s e p a r a t e s h e e t for each rigid pavement l a y e r . SHEET 1 2 INVENTORY DATA ADOT/ERES CONSULTANTS STUDY " CONCRETE PAVEMENT PERFORMRNCE AND REHABILITATION" - AZ PROJECT I D - R I G I D PAVEMENT LAYERS, CONCRETE MIXTURE DATA' LAYER NUMBER (FROM SHEET 8 ) - M I X DESIGN (LB/YD' OVEN DRIED WEIGHT) (A) C o a r s e A g g r e g a t e (B) F i n e Aggregate (C)Cement (D)Water ........ . . . . . . . . . . ---. . . . . . . . . . . . . . ---. . . . . . . . . . . . . . . STRENGTH ( 2 8 - d a y M o d u l u s of R u p t u r e .- AASHTO T 9 7 OR ASTM C 7 8 ) ( p s i ) ( b a s e d on 3 r d p o i n t l o a d i n g ) (A) Mean (B) Range: Maximum V a l u e Minimum V a l u e ( C ) N u m b e r of T e s t s ( D ) Standard D e v i a t i o n . . . . . . . . . . . . . . . . . . . . . . . ---....... -. .. .. .. .. .. .. .. .. .. .. ---SLUMP ( i n c h e s ) (AASHTO T I 1 9 OR ASTM C 1 4 3 ) ( A ) M e a n . . . . . . . . . . . . . . . . . . . -(B) R a n g e : .. .. .. .. ... .. .. .. .. .. -Minimum V a l u e Maximum V a l u e .. ( C ) S t a n d a r d D e v i a t i o n . . . . . . . . . . . . -( D ) N u m b e r of T e s t s . . . . . . . . . . . --T Y P E CEMENT USED See C e m e n t T y p e C o d e s , T a b l e A . l l . . . . . . -ENTRAINED A I R CONTENT, (PERCENT) (AASHTO T 1 5 2 OR ASTM C 2 3 1 ) (A) Mean . . . . . . . . . . . . . . . . . . . -(B) Range: . . . . . . . . . . . -Minimum V a l u e ............ Maximum V a l u e TYPE COMPOSITION O F COARSE AGGREGATE C r u s h e d Stone . . . . . . . 1 Gravel . . . . .. .. .. .. .. .. 23 Crushed Gravel C r u s h e d Slag . . . . . . . 4 Manufactured Lightweight. . 5 Recycled Concrete . . . . . 6 other ( S p e c i f y ) 7 MEAN COMPRESSIVE STRENGTH ( P S I ) NOTE : NUMBER O F DAYS U s e a separate sheet for e a c h r i g i d p a v e m e n t l a y e r . PERCENT SHEET 13 IMTENTORY DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" - AZ PROJECT ID RIGID PAVEMENT LAYERS, CONCRETE MIXTURE DATA1 (CONTINUED) LAYER NUMBER (FROM SHEET 8) METHOD USED TO CURE CONCRETE Membrane Curing Compound Burlap Curing Blankets Waterproof Paper Blankets white-polyethylene Sheeting . .. ... ... ... ... 213 ...4 METHOD USED TO FINISH CONCRETE Tine Broom Burlap Drag . .. .. .. .. .. .. .. .. .. .. .. .. .. .. 21 . . . . . . . . . . .3 Burlap-Polyethylene Blanket . . 5 Cotton Mat Curing . . . . . . . 6 . . . . . . . . . . . . . . 78 Hay other (Specify) . . . . . . . ..4 . . . . . . . . . . 65 Grooved Float Astro Turf Other (Specify) ELASTIC MODULUS (KSI): . . . . . . . ----. ............... ---------. Minimum Maximum Mean Standard Deviation. Number of Tests. . . . . . . . . -- TEST METHOD FOR ELASTIC MODULUS Indirect Tensile Test on Cores (ASTM C496-85) Compression Test on Cores (ASTM C39-84) Compression Test on Cylinders During Initial Construction (ASTM C 3 9 - 8 4 ) Calculated Using ACI Relation Between Elastic Modulus and Compressive Strength (ACI 318-83, Section 8.5) Other Specify) . . . .. .. .. .. .. .. .. .. .. ............ ................ 1 - 2 3 4 5 IN-SERVICE CONCRETE STRENGTH FROM CORING: Elastic Modulus from Indirect Tensile Test, KSI Modulus of Rupture from USAF Correlation, PSI Modulus of Elasticity XSI, (Backcalculated) NOTE : ----------- Use a separate sheet for each rigid pavement layer. SHEET 1 4 INVENTORY DATA ADOT/ERES CONSLXTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND R E H A B I L I T A T I O N " R I G I D PAVEMENT LAYERS, AZ P R O J E C T I D IN-SERVICE CONCRETE MIXTURE DATA' (CONTINUED) LAYER NUMBER (FROM SHEET 8 ) FLEXURAL STRENGTH, P S I : (28-DAY MODULUS O F RUPTURE, BASED ON T H I R D P O I N T LOADING, AASHTO T 9 7 OR ASTM C 7 8 ) . . . . . . . . -------. .. .. .. .. .. ......... ----. . . . .----. . . . . -- Minimum Maximum Mean Standard Deviation N u m b e r of Tests I N D I R E C T T E N S I L E STRENGTH O F CONCRETE ( P S I ) : (TEST METHOD AASHTO T 1 9 8 OR ASTM C 4 9 6 ) .. . .. . .. .. . .. . .. . . . . . ---. . . . . . . . . . . ---Standard D e v i a t i o n . . . . . N u m b e r of t e s t s . . . . . . . . . . -- Minimum Maximum Mean NOTE : Data t o be o b t a i n e d f r o m c o r i n g of in-service p a v e m e n t . - SHEET 15 INVENTORY DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE -WID R E ! l A B I L I T A T I O N " - AZ P R O J E C T I D UNBOUND OR S T A B I L I Z E D BASE OR SUBBASE MATERIAL DESCRIPTION' - LAYER NUMBER (FROM SHEET 8 ) -- AASHTO S O I L C L A S S I F I C A T I O N ( S E E CODES, TABLE A.lO) PERCENT B I N D E R ( P A S S I N G NO. PERCENT P A S S I N G NO. --- 40 S I E V E ) 200 S I E V E S T A B I L I Z E D BASE COURSE: - T Y P E OF S T A B I L I Z I N G AGENT . . .. .. .. .. .. 12 ......3 ...... . . . . . . . . . . . . 45 A s p h a l t Cement ~ m u l s i f i e dA s p h a l t Cutback Asphalt P o r t l a n d Cement Lime K-VALUE AT TOP OF BASE' ~ l Ash y .........6 ......7 Lime/FlyAsh P o r t l a n d ~ e m e n t / F l yA s h Other (Specify) (PCI) D E N S I T Y (LBS/FT') PERCENT MOISTURE PERMEABILITY (IN/HR) D R A I N A B I L I T Y ( a , m, a m u NOTES: - u, o r c o m b i n a t i o n ) acceptable marginal unacceptable - ' Use a separate s h e e t f o r each base o r s u b b a s e layer. Back-calculated from 9 k i p FWD d a t a . . 8 9 SHEET 16 INVENTORY DATA ADOT/ERSS CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZ PROJECT ID SUBGRADE DATA AASHTO SOIL CLASSIFICATION (SEE CODES, TABLE A.lO) CBR (ESTIMATE FROM OTHER DATA IF NOT AVAILABLE) RJZSISTANCE (R-VALUE) MODULUS OF SUBGRADE REACTION (K-VALUE, PC1 ) PERCENT PASSING NO. 200 SIEVE PLASTICITY INDEX LIQUID LIMIT PLASTIC LIMIT NATURAL DRAINAGE CLASSIFICATION' ............ 1 .......2 . . . . . . . . . . . . . . .3 .. .. .. .. .. .. .. .. .. .. 45 ..............6 . . . . . . . . . . . .7 Excessively Drained Somewhat Excessively Drained Well Drained Moderately Well Drained Somewhat Poorly Drained Poorly Drained Very Poorly Drained HYDROLOGICAL GROUP' (A, 8 , C, D, OR COMBINATION) DEPTH TO HIGH WATER TABLE (FEET) % MOISTURE NATURAL DRAINAGE INDEX (NDI) DRAINABILITY (k, j, i) i j k NOTES: - poor average good Back-calculated from 9 kip ??WD data. See USDA SCS or other soil survey. - -- TRAFFIC DATA SHEETS SHEET 1 T R W F I C DATA ADOT/ERES CONSULTANTS STUDY 'CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" - -- AZ PROJECT I D H1STORIC.U DATA TRAFFIC VOLUME AND DISTRIBUTION^ LANE NUMBER YEAR - ONE WAY % TRUCKS~ ONE WAY AADT ADJUSTMENT FACTOR TYPE OF FACTOR 1 . (W-4) TABLES 2 W I M DATA 3. OTHER ONE WAY LANE DISTRIBUTION OF TRUCKS ( % ) . - . U s e a s many s h e e t s a s needed t o i n c l u d e a v a i l a b l e data s i n c e t h e s e c t i o n was opened t o t r a f f i c . NOTES: a Excluding pickups and p a n e l s . SHEET l b TRAFFIC DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZ PROJECT ID HISTORICAL DATA TRAFFIC ESALS AND DISTRIBUTION' -E EAR - TRUCK FACTOR ------- - -- ADJUSTED ESALS ADJUSTED CUMULATIVE ESALS CUMULATIVE ESALS ON OVERLAY ------- - SHEET 2 TRAFFIC DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZ PROJECT ID MONITORED DATA FOR VEHICLE CLASSIFICATION DATE OF SURVEY: -/-I- HOUR MONITORED FROM: HOUR MONITORED TO: LANE: - 2-AXLE, 6-TIRE SINGLE UNIT TRUCKS: ---- 3-AXLE SINGLE UNIT TRUCKS: 4+-AXLE SINGLE UNIT TRUCKS: ---- 4--AXLE SINGLE UNIT TRUCKS: 5-AXLE SINGLE UNIT TRUCKS: 6'-AXLE SINGLE UNIT TRUCKS: 5--AXLE MULTI-TRAILER TRUCKS: 6-AXLE MULTI-TRAILER TRUCKS: ---- 7+-AXLE MULTI-TRAILER TRUCKS : ---- ALL OTHER VEHICLE TYPES: ---- - SHEET 3 THRU 9 T R W F I C DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" - -- AZ PROJECT I D MONITORED DATA WEIGH-IN-MOTION TRAFFIC DATA DATE OF SURVEY: -1- VESICLE CLASS: -- LANE : / - . LOXI 1 : AXLE SPACING 1: LOAD 2 : AXLESPACING2: LOAD 3 : AXLE SPACING 3 : . . LOAD 4 : AXLESPACING4: . LOAD 5 : AXLE SPACING 5 : LOAD 6 : AXLE SPACING 6 : LOAD 7 : AXLE SPACING 7 : LOAD 8 : - . . . MAINTENANCE DATA SHEETS SI IEm 1 h.WNIFNANCE DATA ADOT/ERES CONSULTANTS STUDY 'CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" - LiAltfT. CASE NO. wm NOTE (CASE) - AZ PROJECT I D JaOChTION WORK ON PAW: 'M'E CODE MENT CODE p ~ n mkin C~MII AI~) - -- MAW. MAT:Rlh~. CODE crmw ~ Pl~OmDIJRFS WORK 1 9 ) QUMW This data will k l i w t l y be my d i h ~ l to t mnmt from exish'ng m r d s , but it is stlfl'ldently impniu~ttlmt emy effort sllo~ddk made to oblain it 71ilmSS (?NU=) WIFRE ~~rucnnt~ SHEET 2 MAINTENANCE DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" PATCHES -- AZ PROJECT ID FULL DEPTH: LOCATION OF PATCHES JOINT INTERMEDIATE CRACK QUANTITY AVERAGE SIZE, SQUARE YARDS - -- - REPLACED SLAB PATCHES -- PARTIAL DEPTH: LOCATION OF PATCHES JOINT INTERMEDIATE CRACK QUANTITY AVERAGE SIZE, SQUARE YARDS - -- - -- REPLACED SLAB SUBSEALING: DATE (Mo/YR) TYPICAL NUMBER OF SUBSEALING HOLES NEAR CRACK OR JOINT TYPE OF GROUT Limestone-Cement Pozzolan-Cement Other. GRINDING/MILLING: .. . . . .2 . . . . 63 METHOD USED Diamond Grinding Milling . . . . .. .. .. .. 21 EXTENT OF GRINDING/MILLING Entire length of test section At individual joints Other . . . . .. .. .. .. .. 21 3 - MONITORED DATA SHEETS SBEET 1 MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" - AZ PROJECT ID DATA ON DEFLECTION DEVICE, TEMPERATURES, AND DATES OF MEASUREMENT, AND ROUGHNESS AND SERVICEABILITY - TYPE OF DEFLECTION DEVICE . .. .. .. .. 21 .......3 Benkelman Beam Deflection Beam Dynaflect. . . . . . . . . . .. .. .. .. .. 456 Falling Weight Deflectometer Road Rater Other (Specify) ID NUMBER OF DEFLECTION DEVICE LOCATION OF SENSORS, IN INCHES, FROM CENTER OF LOAD: SENSOR 5 SENSOR 4 SENSOR 3 SENSOR 2 SENSOR 1 SENSOR 0 SENSOR -1 ROUGHNESS AND SERVICEABILITY: ROUGHNESS INDEX^ (TRIAL 1) (TRIAL 2 ) AVERAGE AZDOT ROUGHNESS INDEX ROUGHNESS MEASUREMENT SPEED (MPH) -1 - -- -- ---- LANE NUMBER' -- -- --- - -2 - -- -- --- ------ PRESENT SERVICEABILITY RATING (MEAN) NOTES I Lane 1 is outer lane, lane 2 is next to lane 1, etc. Obtained by Mays meter. 3 SHEEl. 2 MONIWRING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZ - PROJECT I D llME 01:DAY Point E NO. Point D k i (I:L!I) bxtion Ind c ~ ~ I J0'OIII~IS) Fqtary (~~t'm)-1 M T S U R E M E m FROM DEFlECmON SENSORS (MllS) o 1 2 n 1 s l m t b n Cde: Mklnb -01;Sax? Shb m 1, nut I \ r l j i i t to Joint at O u l s k l c Cnnm -02; Ncxr Slnl, nut ,4!i;wmt to !?mile .loill[ 4 3 : Se11-r *-Im pcqmdhdar to other sensors: use p d i of 1- with i ~ b i.e q 11, 12, or 13. IEIW b t h Cale" ~ DL~nltfor Rsl~lullricCotlaclr! I).I~WIKIIIISand I'CC I'ilmncnts Willwut l'mwclsr?Joinls. .. -. SHEET 3 MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" - AZ PROJECT ID -- DISTRESS SURVEY FOR PAVEMENTS WITH JOINTED PORTLAND CEMENT CONCRETE SURFACES DATE OF DISTRESS SURVEY (MONTH/DAY/YEAR) - LANE NUMBER SEVERITY LEVEL DISTRESS TYPE1 LOW - MODERATE HIGH BLOWUPS (NUMBER) -- -- -- SPALLING OF TRANSVERSE JOINTS (No. of Joints) -- -- -- SPALLING OF JOINT BETWEEN LANES (Linear Feet) . -- - - SPALLING OF LANE/SHOULDER JOINT (Linear Feet) . - - - -- . CRACKING FROM IMPROPER JOINT CONSTRUCTION (Linear Feet) PUMPING AND WATER BLEEDING, (Severity Level Check one) - - DURABILITY 'D' CRACKING (Linear Feet) - - - - - - - - ---- LONGITUDINAL CRACKING (Linear Feet) - - - - - - - - ---- TRANSVERSE CRACKING (No. of Cracks) NOTE Distress identification and measurement should be consistent with that provided in the latest revision of "Distress Identification Manual for the Long-Term Pavement Performance (LTPP) Studies" SHEET 4 MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" - AZ PROJECT ID DISTRESS SURVEY FOR PAVEMENTS WITH JOINTED PORTLAND CEMENT CONCRETE SURFACES (CONTINUEDL LANE NUMBER SEVERITY LEVEL DISTRESS TYPE' LOW MODERATE HIGH --- CORNER BREAKS (NUMBER) REACTIVE AGGREGATE ( % OF AREA) JOINT SEAL DAMAGE OF TRANSVERSE JOINTS (NUMBER) SLAB DETERIORATION ADJACENT TO PATCH, JRCP ONLY (NUMBER) PATCH OR SLAB REPLACEMENT DETERIORATION (SQUARE FEET) (NUMBER) --------------- SCALING AND MAP CRACKING SEVERITY LEVEL (CHECK ONE) - - BLOWHOLES IN AC SHOULDER No AC shoulder AC shoulder, no blowholes Blowholes exist . . . . . . .. .. .. .. 21 . . . . . . . . .3 NOTE: ' Distress identification and measurement should be consistent with that provided in the latest revision of "Distress Identification Manual for the Long-Term Pavement Performance (LTPP) Studies." - SHEET 5 MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZPROJECTID - - -- DISTRESS SURVEY FOR PAVEMENTS WITH JOINTED PORTLAND CEMENT CONCRETE SURFACES' JCONTINUED) LANE NUMBER Point No. Point Distance' [Feet) Lane-to-Shoulder3 Dropoff (In.) MINIMUM DROPOFF (INCHES) MAXIMUM DROPOFF (INCHES) MEAN DROPOFF (INCHES) STANDARD DEVIATION OF DROPOFF (INCHES) NOTES: I Use additional sheets as needed. 1 "Point Distance" is the distance in feet from the start of the test section to the point where the measurement was made. 3 Distress identification and measurement should be consistent with that provided for in the latest version of "Distress identification Manual for the Long-Term Pavement Performance (LTPP) Studies. " SHEET 6 MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORKANCE AND REHABILITATION" - AZ PROJECT ID DISTRESS SURVEY FOR PAVEMENTS WITH JOINTED PORTLAND CEMENT CONCRETE SURFACES' (CONTINUEDL DATE OF SURVEY (MONTH/DAY/YEAR) LANE NUMBER Point No. Point Distance' (Feet) ~ane-to-shoulder' Separation (In.) Longitudinal Joint Faulting (In.) MINIMUM SEPARATION (INCHES) MAXIMUM SEPARATION (INCHES) MEAN SEPARATION (INCHES) STANDARD DEVIATION (INCHES) NOTES: I Use additional sheets as needed. 2 "Point Distance" is the distance in feet from the start of the test section to the point where the measurement was made. Distress identification and measurement should be consistent with that provided in the latest version of "Distress Identification Manual for the Long-Term Pavement Performance (LTPP) Studies." SHEET 7 MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" -- AZ PROJECT ID DATE OF SURVEY (MONTH/DAY/YEAR) LANE NUMBER - JOINT NO.' 1 2 3 4 5 6 JOINT WIDTH ( INCHES1 --- ----------- --------- 7 8 9 10 11 12 13 14 15 ----------MINIMUM JOINT3 . FAULTING (INCHES) MAXIMUM JOINT FAULTING (INCHES) MEAN JOINT FAULTING (INCHES) STANDARD DEVIATION ( INCHES) NOTES: I . . --- TRANSVERSE JOINT FAULTING' ( INCHES) --- ----- ------------------------- CRACK FAULTING' (INCHES) CRACK NO.' --- 1 --------- 2 3 4 5 6 7 ----------- 8 9 10 11 12 13 14 15 MINIMUM CRACK' FAULTING (INCHES) MAXIMUM CRACK FAULTING (INCHES) MEAN CRACK FAULTING (INCHES) STANDARD DEVIATION ( INCHES) ----------- . a - --- U s e a d d i t i o n a l s h e e t s a s needed. Numbers r e p r e s e n t o n l y j o i n t s o r c r a c k s measured. One j o i n t s h o u l d be measured a t random w i t h i n e a c h 100-foot i n t e r v a l of t h e t e s t s e c t i o n f o r SHRP-LTPP. One t r a n s v e r s e c r a c k s h o u l d a l s o be measured w i t h i n e a c h 100-Foot i n t e r v a l . If t h e r e i s no t r a n s v e r s e crack, leave t h e space blank. E n t e r e i t h e r p o s i t i v e o r n e g a t i v e s i g n i n l e f t s p a c e , depending on whether t h e "approach s l a b " is h i g h e r o r lower t h a n t h e departure slab," respectively. Absolute v a l u e s a r e t o be e n t e r e d a s maximum and minimum v a l u e s , and used f o r c a l c u l a t i n g means and s t a n d a r d d e v i a t i o n s . ENVIRONMENTAL DATA SHEETS SHEET 1 ENVIRONMENTAL DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE - AZ PROJECT ID GENERAL HISTORICAL DATA - GENERAL TYPE OF ENVIRONMENT (SEE FIGURE 4) LATITUDE (DEGREES-MINUTES-SECONDS) LONGITUDE (DEGREES-MINUTES-SECONDS) - --- -- - - FREEZING INDEX (CORPS OF ENGINEERS METHOD, SEE FIGURE 5) ELEVATION ABOVE SEA LEVEL (FEET) --- THORNTHWAITE MOISTURE INDEX - SOURCE OF THORNTHWAITE MOISTURE INDEX CALCULATED FROM AVAILABLE DATA MOISTURE INDEX MAP (FIGURE 6) ......... ......... 1 2 TWO YEARS IN TEN AVERAGE MAXIMUM TEMPERATURE TWO YEARS IN TEN AVERAGE MINIMUM TEMPERATURE TWO YEARS IN TEN AVERAGE MAXIMUM PRECIPITATION TWO YEARS IN TEN AVERAGE MINIMUM PRECIPITATION --- SHEET 2 ENVIRONMENTAL DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZ PROJECT ID ANNUAL HISTORICAL DATA NUMBER OF FREEZE-THAW CYCLES DURING THE YEAR HIGHEST MONTHLY MEAN SOLAR RADIATION (LANGLEYS/DAY) LOWEST MONTHLY MEAN SOLAR RADIATION (LANGLEYS/DAY) AVERAGE DEICING SALT APPLICATION DURING THE YEAR (TONS/LANE MILE/YEAR) AVERAGE MONTHLY PRECIPITATION (INCHES) AVERAGE ANNUAL NUMBER OF DAYS OF PRECIPITATION - SHEET 3 ENVIRONMENTAL DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZ PROJECT ID - AVERAGE MONTHLY HISTORICAL DATA . AVG. MAX DAILY TEMP., OF AVG MONTHLY TEMP., OF AVG. MIN. DAILY TEMP., OF AVG. MONTHLY PRECIPITATION, IN. OF WATER MAY . --. --- - - ----- ----- --- --- -- - - JUNE --- --- --- --- JULY --- --- JANUARY FEBRUARY MARCH APRIL AUGUST SEPTEMBER OCTOBER NO-MBER DECEMBER - . . --- . --- . . --- GENERAL COMMENTS SHEET I SHEET 1 GENERAL COMMENT SHEET ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZ PROJECT ID - -- Please note any comments that are unique to this particular section or any general comments that will help in the analysis of this data. PRESTRESSED PAVEMENTS DATA SHEETS SHEET 8 (8a) MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONC-TE PAVEMENT PERFORMANCE AZ PROJECT ID - DISTRESS SURVEY FOR PRESTRESSED PAVEMENT SURFACES DATE OF DISTRESS SURVEY (MONTH/DAY/YEAR) LANE NUMBER SEVERITY LEVEL DISTRESS TYPE' LOW MODERATE HIGH PRE-STRESSING WIRE CORROSION (Linear Feet) "D" CRACKING (Linear Feet) LONGITUDINAL CRACKING (Linear Feet) TRANSVERSE CRACKING (Number of Cracks) REACTIVE AGGmGATE ( % Area) SCALING/MAP CRACKING ( % Area) ---- ---- ---- SHEET 9 (9a) MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PEFWORMANCE AND REHABILITATION" AZ PROJECT ID - DISTRESS SURVEY FOR PRESTRESSED PAVEMENT SURFACES (CONTINUEDL LANE NUMBER SEVERITY LEVEL DISTRESS TYPE1 LOW MODERATE HIGH PATCH DETERIORATION (SQUARE FEET) (NUMBER) DETERIORATION ADJACENT TO PATCH (Check One) - DETERIORATION ADJACENT TO JOINT (Check One) - LONGITUDINAL JOINT SPALLING (Linear Feet) LOCALIZED DETERIORATION (Area) ---- --- --- PRESTRESSED PAVEMENT SURFACES - GAP SLAB DISTRESSES JOINT FACE AREA PATCHED (Sq. Ft./ Joint Face) % JOINT FACE PATCHED % PATCH h JOINT FACE SPALLLED --- ---- CONTINUOUSLY REINFORCED PAVEMENTS DATA SHEETS SHEET 8 ( 8 b ) MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZ PROJECT ID - DISTRESS SURVEY FOR CONTINUOUSLY REINFORCED CONCRETE PAVEMENT DATE OF DISTRESS SURVEY (MONTH/DAY/YEAR) - LANE NUMBER SEVERITY LEVEL DISTRESS TYPE1 MODERATE LOW ---- ---- BLOWUP (Number) HIGH ---- CONSTRUCTION JOINT DETERIORATION (Linear Feet) CORROSION (Linear Feet ) "D" CRACKING (Linear Feet) PUNCHOUTS (Number) LONGITUDINAL CRACKING (Linear Feet) TRANSVERSE CRACKING (Number of Cracks) PUMPING (Check Severity) REACTIVE AGGREGATE ( % Area) SCALING/MAP CRACKING ( % Area) - - AVERAGE CRACK SPACING IN 200 FEET NOTE : 1 - - -- . Distress identification and measurement should be consistent with that provided in the latest revision of "Distress ~dentification Manual for the Long-Term Pavement Performance (LTPP) Studies" - SHEET 9 (9b) MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AZ PROJECT ID - DISTRESS SURVEY FOR CONTINUOUSLY REINFORCED CONCRETE PAVEMENT _(CONTINUED ) LANE NUMBER SEVERITY LEVEL DISTRESS TYPE' LOW MODERATE HIGH PATCH DETERIORATION (SQUARE FEET) (NUMBER) DETERIORATION ADJACENT TO PATCH (Check One) - DETERIORATION ADJACENT TO JOINT (Check One) - LONGITUDINAL JOINT SPALLING (Linear Feet) ---- ---- TRANSVERSE JOINT SPAGLING (Linear Feet) ---- ---- LOCALIZED DETERIORATION (Area) NOTE: ' --- --- --- Distress identification and measurement should be consistent with that provided in the latest revision of "Distress Identification Manual for the Long-Term Pavement Performance (LTPP) Studies." SYSTEM DATA SHEETS SHEET 5 (5a) MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZ - PROJECT ID DESIGN DATA FOR 3-LAYER SYSTEM - -1- DATE OF OVERLAY (MO/YR) PRESENCE OF "D" CRACKING OR REACTIVE AGGREGATE PRIOR TO OVERLAY NONE 0 LOW Only cracking present 1 MEDIUM - Some spalling 2 HIGH Severe spalling 3 ............................ ..... ......... .......... - - PRE-OVERLAY REPAIR YEAR --- REPAIR TYPE CODES JOINT SEALING...............02 SLAB REPLACEMENT............07 ---- AC SHLDR. RESTORATION.......lO SLAB JACKING................15 OTHER, SPECIFY 53 (SEE TABLE A.17 FOR OTHER CODES) -- TYPE ------ -- - SHEET 10 (10a) MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" - - AZ PROJECT ID DISTRESS SURVEY FOR 3-LAYER SYSTEM PAVEMENT SURFACES DATE OF DISTRESS SURVEY (MONTH/DAY/YEAR) - LANE NUMBER SEVERITY LEVEL DISTRESS TYPE' LOW RAVELING/WEATHERING (Square Feet) MODERATE HIGH ---- ---- ---- --• ---- BLEEDING (Square Feet) ALLIGATOR (FATIGUE) CRACKING (Square Feet) BLOCK CRACKING (Square Feet) LONGITUDINAL CRACKING (Linear Feet) - -- - - I _ - - TRANSVERSE CRACKING (Number of Cracks) POTHOLES (Number) --- --- --- --- --- TRANSVERSE JOINT REFLECTION CRACKING (Number of Cracks) CRACK BETWEEN LANE AND SHOULDER (Linear Feet) NOTE : 1 7 Distress identification and measurenent should be consistent with that provided in the latest revision of "Distress Identification Manual for the Long-Term Pavement Performance (LTPP) Studies" SHEET 13 (13a) MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZ PROJECT ID - DISTRESS SURVEY FOR 3-LAYER SYSTEM PAVEMENT SURFACE J CONTINUED ) DATE OF SURVEY (MONTH/DAY/YEAR) LANE NUMBER Point No. Point DistanceL (Feet) Lane-to-Shoulder2 Dropoff (In.) MINIMUM DROPOFF (INCHES) MAXIMUM DROPOFF (INCHES) MEAN DROPOFF (INCHES) STANDARD DEVIATION OF DROPOFF (INCHES) NOTES: I "Point Distance" is the distance in feet from the start of the test section to the point where the measurement was made. 1 Distress identification and measurement should be consistent with that provided for in the latest version of "Distress identification Manual for the Long-Term Pavement Performance (LTPP) Studies. " SHEET 12 (12a) MONITORING DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REHABILITATION" AZ PROJECT ID - DISTRESS SURVEY FOR 3-LAYER SYSTEM PAVEMENT SURFACE JCONTINUED) DATE OF SURVEY (MONTH/DAY/YEAR) LANE NUMBER LEFT WHEEL PATH point1 Distance Point No. (Feet) MIN. RUT ( INCHES ) MAX. RUT ( INCHES ) MEAN RUT ( INCHES ) STANDARD ( INCHES ) N9TE : DEPTH Rut Depth ( Inches) ----DEPTH --DEVIATION --DEPTH 1 RIGHT WHEEL PATH point' Distance Point No. (Feet) MIN. RUT ( INCHES) MAX. RUT ( INCHES) MEAN RUT ( INCHES) STANDARD ( INCHES) DEPTH DEPTH DEPTH DEVIATION Rut Depth ( Inches) ----- --- "Point Distance" is the distance in feet from the start of the test section to the point where the measurement was made. REHABILITATION DATA SHEET SHEET 4 REEIABILITATION DATA ADOT/ERES CONSULTANTS STUDY "CONCRETE PAVEMENT PERFORMANCE AND REEABILITATION* AZ PROJECT I D - ASPHALT CONCRETE OVERLAY, ASPHALT PROPERTIES LAYER NUMBER' THICKNESS INCEJES ASPHALT GRADE ( s e e T a b l e A. 1 6 ) MARSHALL STABILITY (LBS) BVEEM STABILITY PERCENT A I R VOIDS MARSHALL n o w (0.01 IN.) S P E C I F I C GRAVITY, G* NOTE : ' U s e t h e same layer numbers as d e a i g n a t e d on S h e e t 8 , INVENTORY DATA. T h a t i s , t h e h i g h e s t n u m b e r i s t h e s u r f a c e layer, t h e next h i g h e s t i s t h e layer d i r e c t l y beneath t h e surface layer, and s o on.