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Active QP Sites Sept042007v2 by shuifanglj

VIEWS: 5 PAGES: 1

									                                                            Active Quieter Pavement Research Test Sites ( as of Aug. 16, 2007)
Note: Prior to scheduling overlays/repairs on sites that might include active test sections included in the "Quieter Pavement Research" test, please review this spreadsheet to check their
current status. For further information about them, contact Erwin Kohler of the University of California Pavement Research Center at: ekohler@ucdavis.edu or 530-754-8699 or click the link
below to view maps showing the sections' location:
http://maps.google.com/maps?q=http://ucprc.ucdavis.edu/qpsectionsmap.kmz

Directions: To quickly sort the test sections, click the arrow in one of the column headings to view a Drop-Down menu, then select the District, County, Route, or other heading.
To restore the spreadsheet's original appearance, click the Drop-Down menu of the selected column and select "All."

                                                                                                                                                                        Approximate
                                  Post Mile                                               Research
District   County     Route                     Direction     DIST/CTY/RTE/PM                                   Mix Type                  Rainfall        Traffic       Construction           Comments
                                   range                                                   Site ID
                                                                                                                                                                           date

      01      HUM         101 111.1/111.5             NB      01-HUM-101-111.1/111.5           QP-50              F-mixes RAC Binder                     Low Traffic      2003 (4 yrs)

                                  R37.3/R37.                                                            Rubberized Open-Graded Asphalt
      01       LAK         29                          SB      01-LAK-29-R37.3/R37.6           QP-42                                   High Rainfall     Low Traffic      2006 (<1 yr)
                                           6                                                                         Concrete (RAC-O)
      01      MEN             1     0.1/15.2          NB            01-MEN-1-0.1/15.2 01-N103, 01-       Open-Graded Asphalt Concrete- High Rainfall     Low Traffic      2002 (5 yrs)
                                                                                          N104,
                                                                                       01-N114, 01-     OGAC (conventional and polymer
      01       Men            1    20.8/38.7          NB            01-Men-1-20.8/38.7                   Dense-Graded Asphalt Concrete High Rainfall     Low Traffic      2000 (7 yrs)
                                                                                             N121
                                                                                                        Rubberized Open-Graded Asphalt
      01      MEN          20     R37.9/43.0           EB       01-MEN-20-R37.9/43.0           QP-41                                     High Rainfall   Low Traffic      2006 (<1 yr)
                                                                                                                     Concrete (RAC-O)
                                                                                                         Rubberized Gap-Graded Asphalt
      01      MEN          20     R37.9/43.0           EB       01-MEN-20-R37.9/43.0           QP-39                                     High Rainfall   Low Traffic      2006 (<1 yr)
                                                                                                                     Concrete (RAC-G)
      01      MEN          20 R37.9/43.0              EB        01-MEN-20-R37.9/43.0           QP-40     Dense-Graded Asphalt Concrete   High Rainfall   Low Traffic      2006 (<1 yr)
      01      Men          20 21.19/21.69             WB        01-Men-20-21.19/21.69          QP-48       F-mixes Conventional Binder   High Rainfall   Low Traffic      1999 (8 yrs)
                                    22.18
      01       Men         20                         WB        01-Men-20-22.18 /22.68         QP-49       F-mixes Conventional Binder                   Low Traffic      1999 (8 yrs)
                                   /22.68
      01       Men        101   37.4/38.8             NB          01-Men-101-37.4/38.8         QP-52              F-mixes RAC Binder High Rainfall       Low Traffic       2006 (1 yr)
      01       Men        101 50.8/ 51.5              NB         01-Men-101-50.8/ 51.5         QP-47              F-mixes RAC Binder High Rainfall       Low Traffic      2004 (3 yrs)
      03        ED         50      17.3/18.3          WB            03-ED-50-17.3/18.3         QP-21     Dense-Graded Asphalt Concrete High Rainfall     High Traffic     2004 (3 yrs)
      03        ED         50      18.5/20.3          WB            03-ED-50-18.5/20.3         QP-30     Dense-Graded Asphalt Concrete   High Rainfall   Low Traffic      2003 (4 yrs)
                                                                                                         Open-Graded Asphalt Concrete-
      03       PLA         80         1.4/2.6          EB            03-PLA-80-1.4/2.6         QP-44    OGAC (conventional and polymer   High Rainfall   High Traffic     2006 (<1 yr)
                                                                                                                             modified)
                                                                                                        Rubberized Open-Graded Asphalt
      03        Pla        80      14.3/33.3          WB            03-Pla-80-14.3/33.3        QP-51                                     High Rainfall   High Traffic     2006 (<1 yr)
                                                                                                                     Concrete (RAC-O)
      03        Pla        80      14.3/33.3           EB           03-Pla-80-14.3/33.3         QP-27    Dense-Graded Asphalt Concrete   High Rainfall   High Traffic     2006 (<1 yr)
                                                                                                ES-22
      03        Sac           5    17.2-17.9 SB and NB          03-Sac-5/PM 17.2-17.9                                   OGAC, 30 mm                                     Summer 2004 Sacramento 5 (near Florin Road)
                                                                                             (PM17.7
                                                                                           SB), ES-23    Open-Graded Asphalt Concrete-
      03        Sac        16       6.9/20.7           EB           03-Sac-16-6.9/20.7          QP-29   OGAC (conventional and polymer   Low Rainfall    Low Traffic      1999 (8 yrs)
                                                                                                                             modified)
                                                                                                        Rubberized Open-Graded Asphalt
      03        Sac        50 16.10/17.30              EB        03-Sac-50-16.10/17.30          QP-8                                     High Rainfall   High Traffic     2002 (5 yrs)
                                                                                                                     Concrete (RAC-O)
                                                                                                         Open-Graded Asphalt Concrete-
      03        Yol        80         0.0/0.4         WB             03-Yol-80-0.0/0.4         QP-45    OGAC (conventional and polymer   Low Rainfall    High Traffic     2006 (<1 yr)
                                                                                                                             modified)
      03        Yol        80        2.9-5.8          WB        03-Yolo-80/PM 2.9-5.8          ES-11                    OGAC, 20 mm                                      Summer 1998            Yolo-80 (near Davis)
      04        Ala        92        6.6/8.8          EB             04-Ala-92-6.6/8.8         QP-16     Dense-Graded Asphalt Concrete   Low Rainfall    High Traffic    1993 (14 yrs)
                                                                                                        Rubberized Open-Graded Asphalt
      04        CC        680      23.9/24.9           SB         04-CC-680-23.9/24.9          QP-36                                     Low Rainfall    High Traffic     2004 (3 yrs)
                                                                                                                     Concrete (RAC-O)
      04        CC        680      23.9/24.9           SB         04-CC-680-23.9/24.9          QP-25     Dense-Graded Asphalt Concrete   Low Rainfall    Low Traffic      1999 (8 yrs)
                                                                                                         Open-Graded Asphalt Concrete-
      04       Mrn         37      12.1/14.4          WB           04-Mrn-37-12.1/14.4          QP-3    OGAC (conventional and polymer   High Rainfall   High Traffic     2002 (5 yrs)
                                                                                                                             modified)
                                                                                                         Open-Graded Asphalt Concrete-
      04       Mrn        101         0.0/2.5          SB           04-Mrn-101-0.0/2.5         QP-28    OGAC (conventional and polymer   High Rainfall   High Traffic     2003 (4 yrs)
                                                                                                                             modified)
                                                                                                         Rubberized Gap-Graded Asphalt
      04       Mrn        101      18.9/23.1          NB          04-Mrn-101-18.9/23.1          QP-2                                     High Rainfall   High Traffic     2003 (4 yrs)
                                                                                                                     Concrete (RAC-G)
                                                                                                         Rubberized Gap-Graded Asphalt
      04       Mrn        101         2.5/8.5          SB           04-Mrn-101-2.5/8.5          QP-5                                     High Rainfall   High Traffic     1998 (9 yrs)
                                                                                                                     Concrete (RAC-G)
                                                                                                        Rubberized Open-Graded Asphalt
      04       Nap        128         5.1/7.4          EB           04-Nap-128-5.1/7.4         QP-32                                     High Rainfall   Low Traffic      1999 (8 yrs)
                                                                                                                     Concrete (RAC-O)
                                                                                                        Rubberized Open-Graded Asphalt
      04        SCl        85         1.9/4.7         NB             04-SCl-85-1.9/4.7         QP-24                                     Low Rainfall    High Traffic     1999 (8 yrs)
                                                                                                                     Concrete (RAC-O)
                                                                                                         Open-Graded Asphalt Concrete-
      04        SCl       237      R3.8/7.10           EB         04-SCl-237-R3.8/7.10         QP-23    OGAC (conventional and polymer   Low Rainfall    High Traffic     2002 (5 yrs)
                                                                                                                             modified)
                                                                                                         Open-Graded Asphalt Concrete-
      04        SCl       237       R1.0/2.3           EB          04-SCl-237-R1.0/2.3         QP-22                                     Low Rainfall    High Traffic     1999 (8 yrs)
                                                                                                        OGAC (conventional and polymer
                                                                                                                             modified)
                                                                                                         Rubberized Gap-Graded Asphalt
      04        SCl       280      R0.0/R2.7          NB         04-SCl-280-R0.0/R2.7          QP-26                                     Low Rainfall    High Traffic     2006 (<1 yr)
                                                                                                                     Concrete (RAC-G)
      04        SM        280       9.6/10.8           SB          04-SM-280-9.6/10.8           QP-9     Dense-Graded Asphalt Concrete   High Rainfall   High Traffic     2002 (5 yrs)
      04        SM        280     R0.0-R5.6           NB      04-SM-280/PM R0.0-R5.6           ES-21                    RAC-O, 45 mm                                        Fall 2002 San Mateo 280 (near Redwood)

      04       SOL        113       0.1/18.0          NB          04-SOL-113-0.1/18.0          QP-43     Dense-Graded Asphalt Concrete   Low Rainfall    Low Traffic       2006 (1 yr)
                                                                                                         Rubberized Gap-Graded Asphalt
      04       Son            1       0.0/8.4         NB              04-Son-1-0.0/8.4         QP-31                                   High Rainfall     Low Traffic      2002 (5 yrs)
                                                                                                                     Concrete (RAC-G)
                                                                                                         Open-Graded Asphalt Concrete-
      04       Son        121         3.4/7.3          EB           04-Son-121-3.4/7.3          QP-4    OGAC (conventional and polymer High Rainfall     Low Traffic      2003 (4 yrs)
                                                                                                                             modified)
                                                                                                         Open-Graded Asphalt Concrete-
      05       SCR        152         7.6/8.0          EB          05-SCR-152-7.6/8.0          QP-20    OGAC (conventional and polymer Low Rainfall      Low Traffic      2006 (<1 yr)
                                                                                                                             modified)
                                  R10.8/R22.                                                             Rubberized Gap-Graded Asphalt                                  Feb 2003 (4.5
      05       SLO         46                         WB       05-SLO-46-R10.8/R22.0           QP-19                                   Low Rainfall      Low Traffic
                                           0                                                                         Concrete (RAC-G)                                            yrs)
      06        Fre        33     70.9-75.08          NB       06-Fre-33/PM 70.9-75.08         ES-13                    RAC-G, 45 mm                                    Summer 2004       Fresno 33 (near Firebaugh)
      06        Fre        33     70.9-75.08          NB       06-Fre-33/PM 70.9-75.08         ES-12                    RAC-G, 90 mm                                    Summer 2004       Fresno 33 (near Firebaugh)
      06        Fre        33     70.9-75.08          NB       06-Fre-33/PM 70.9-75.08         ES-14               RUMAC-GG, 45 mm                                      Summer 2004       Fresno 33 (near Firebaugh)
      06        Fre        33     70.9-75.08          NB       06-Fre-33/PM 70.9-75.08         ES-15               RUMAC-GG, 90 mm                                      Summer 2004       Fresno 33 (near Firebaugh)

      06        Fre        33     70.9-75.08          NB       06-Fre-33/PM 70.9-75.08         ES-16                Type-G MB, 45 mm                                    Summer 2004       Fresno 33 (near Firebaugh)
      06        Fre        33 70.9-75.08              NB       06-Fre-33/PM 70.9-75.08       ES-17                 Type-G MB, 90 mm                                     Summer 2004       Fresno 33 (near Firebaugh)
      06        Fre        33 70.9-75.08              NB       06-Fre-33/PM 70.9-75.08       ES-19                 Type-D MB, 45 mm                                     Summer 2004       Fresno 33 (near Firebaugh)
      06        Fre        33 70.9-75.08              NB       06-Fre-33/PM 70.9-75.08       ES-18                 Type-D MB, 90 mm                                     Summer 2004       Fresno 33 (near Firebaugh)
      06        Fre        33 70.9-75.08              NB       06-Fre-33/PM 70.9-75.08       ES-20                      DGAC, 90 mm                                     Summer 2004       Fresno 33 (near Firebaugh)
      06       FRE         99  10.7/15.9              NB           06-FRE-99-10.7/15.9        QP-6       Dense-Graded Asphalt Concrete   Low Rainfall    High Traffic    2006 (<1 yr)
      06       KER         65   R0.0/2.9              NB            06-KER-65-R0.0/2.9 06-N434, 06-      Dense-Graded Asphalt Concrete   Low Rainfall    Low Traffic     2001 (6 yrs)
                              R29.5/R31.                                                     N436
      06       KER         99                          SB       06-KER-99-R29.5/R31.0         QP-7       Dense-Graded Asphalt Concrete   Low Rainfall    High Traffic     2002 (5 yrs)
                                       0
      06       TUL         63 19.8/R30.1              NB         06-TUL-63-19.8/R30.1          QP-34    Rubberized Open-Graded Asphalt   Low Rainfall    Low Traffic      2006 (<1 yr)
                                                                                                                     Concrete (RAC-O)
                                                                                                         Rubberized Gap-Graded Asphalt
      06       TUL         63     19.8/R30.1          NB         06-TUL-63-19.8/R30.1          QP-33                                     Low Rainfall    Low Traffic      2006 (<1 yr)
                                                                                                                     Concrete (RAC-G)
                                                                                          06-N466,06-
                                                                                                        Rubberized Open-Graded Asphalt
      06        Tul        65          21/29           SB              06-Tul-65-21/29      N467, 06-                                    Low Rainfall    Low Traffic      2004 (3 yrs)
                                                                                                                     Concrete (RAC-O)
                                                                                                N468
                                                                                                        Rubberized Open-Graded Asphalt
      06       TUL         99      42.0/47.0           SB         06-TUL-99-42.0/47.0          QP-35                                     Low Rainfall    High Traffic     2006 (<1 yr)
                                                                                                                     Concrete (RAC-O)
                                                                                                                                                                                          Los Angeles 19 (Rosemead
      07        LA         19            3.4          NB             07-LA-19/ PM 3.4          ES-10        European Gap-graded, 30mm                                         May-05
                                                                                                                                                                                               Blvd, near Pasadena)
                              R25.4/R30.
      07        LA         60                          EB        07-LA-60-R25.4/R30.5          QP-11     Dense-Graded Asphalt Concrete   Low Rainfall    Low Traffic      2000 (7 yrs)
                                       5
      07        LA        138  60.2/61.6              EB           07-LA-138-60.2/61.6         QP-15     Dense-Graded Asphalt Concrete   Low Rainfall    Low Traffic      2006 (<1 yr)
                                                   EB and                                                                                                                                     Los Angeles 138 (near
      07        LA        138      16.0-21.0                   07-LA-138/PM 16.0-21.0      ES-3, ES-4                   OGAC, 30 mm                                       Spring 2002
                                                     WB                                                                                                                                                  Lancaster)
                                                   EB and                                                                                                                                     Los Angeles 138 (near
      07        LA        138      16.0-21.0                   07-LA-138/PM 16.0-21.0      ES-1, ES-2                   OGAC, 75 mm                                       Spring 2002
                                                     WB                                                                                                                                                  Lancaster)
                                                   EB and                                                                                                                                     Los Angeles 138 (near
      07        LA        138      16.0-21.0                   07-LA-138/PM 16.0-21.0      ES-5, ES-6                   RAC-O, 30 mm                                      Spring 2002
                                                     WB                                                                                                                                                  Lancaster)
                                                   EB and                                                                                                                                     Los Angeles 138 (near
      07        LA        138      16.0-21.0                   07-LA-138/PM 16.0-21.0      ES-7, ES-8                      BWC, 30 mm                                     Spring 2002
                                                     WB                                                                                                                                                  Lancaster)
                                                   EB and                                                                                                                                     Los Angeles 138 (near
      07        LA        138      16.0-21.0                   07-LA-138/PM 16.0-21.0           ES-9                    DGAC, 30 mm                                       Spring 2002
                                                     WB                                                                                                                                                  Lancaster)
                                                                                                        Rubberized Open-Graded Asphalt
      07        LA        710         6.8/9.7          SB            07-LA-710-6.8/9.7          QP-1                                   Low Rainfall      High Traffic     2004 (3 yrs)
                                                                                                                     Concrete (RAC-O)
                                                                                                         Rubberized Gap-Graded Asphalt
      07       Ven         34         4.3/6.3         WB             07-Ven-34-4.3/6.3         QP-10                                   Low Rainfall      Low Traffic      2002 (5 yrs)
                                                                                                                     Concrete (RAC-G)
                                                                                                         Rubberized Gap-Graded Asphalt
      08        Riv        15      33.8/38.4           SB          08-Riv-15-33.8/38.4         QP-14                                   Low Rainfall      High Traffic     2002 (5 yrs)
                                                                                                                     Concrete (RAC-G)
                                                                                                         Open-Graded Asphalt Concrete-
      08       SBd         38      S0.0/R5.0           EB         08-SBd-38-S0.0/R5.0          QP-13    OGAC (conventional and polymer Low Rainfall      Low Traffic      2002 (5 yrs)
                                                                                                                             modified)
                                                                                                        Rubberized Open-Graded Asphalt
      08       SBD         58       R0.0/5.3           EB          08-SBD-58-R0.0/5.3          QP-12                                   Low Rainfall      Low Traffic      2002 (5 yrs)
                                                                                                                     Concrete (RAC-O)
                                                                                                        Rubberized Open-Graded Asphalt
      10       Ama         49      14.7/17.6           SB         10-Ama-49-14.7/17.6          QP-17                                   High Rainfall     Low Traffic      2004 (3 yrs)
                                                                                                                     Concrete (RAC-O)
                                                                                                         Rubberized Gap-Graded Asphalt
      10        Cal           4       0/18.8          WB               10-Cal-4-0/18.8         QP-18                                   High Rainfall     Low Traffic      2001 (6 yrs)
                                                                                                                     Concrete (RAC-G)
                                                                                                         Rubberized Gap-Graded Asphalt
      11        SD            8       0.8/1.9          EB              11-SD-8-0.8/1.9         QP-46                                   Low Rainfall      High Traffic     2001 (6 yrs)
                                                                                                                     Concrete (RAC-G)

								
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