appendix a - government of los angelesclkrep.lacity.org/onlinedocs/2014/14-1571...

Appendix AOverlay Thickness Designs

&

Total AC Thickness Structure

19

DEPARTMENT OF GENERAL SERVICESSTANDARDS DIVISION

Los Angeles Street Damage Restoration Fee Overlay Design for Patched and Non-patched Pavements

LOCAL TRENCHES

OverlayThickness***

Patched (Surrounding Trench Area) Non-Patched (Control Area)

ExistingThickness

ExistingThickness

Trench Cum,ESALS

Average Normalized

Deflection D(mils)

AverageNormalized

Deflection D (mils)

Structural No. for future traffic

StructuralCoefficient

ExistingPavement



ExistingPavement

French Location Sec. ID Ref. No. Noii-Patched

No. Patched(in.) (in.) (in.)oo (in.)

AC Base AC Base

17541 Sherman Wy 0864300 1,992009004910 49,792 11,79 0.27 8.9 14.61 2.36 0. 8.6 0.0 0.0

1232 Saginaw St 6067000 1.252011002265 49,792 4.69 0.42 7.0 1.60 0.337.66 7.0 0.0 0.0

3 1581 N Crescent Heights B1 1413700 2013008181 2.98 0,34 3.8129,410 24.98 6.56 1.83 0.44 3.0 3.8 0.0N>O

4389 San Bias Av4 2732900 2013002248 2.37 0.3349,792 16.08 8.4 8.43 1.78 0,43 7.8 0.0 0.0

5 23432 Community St 1318300 2012004406 2.02 0.3049,792 18.53 6.0 16.62 2.26 0.33 6.0 0.6 0.

1783 1 Tuscan Dr6 5417200 2008006107 2.38 0.2049,792 23.22 4.0 4.0 21.97 2.54 0.23 3.9 1.84. 1.6

9359 & 9369 Hilirose St 2609620 2006006596 1.90 0.4449,792 9.93 4.6 10.23 1.87 0,44 5.2 0.0 0.0

8 12950 Discovery Creek 1601220 2007004926 49,792 1.45 0.446.03 4.5 6.24 1.57 0.44 4.2 0.0 0.0

9 12981 Discovery’Creek 1601220 2005010291 1.36 0.3549.792 4.62 4.5 8.0 3,34 1.12 0,33 4.3 11.3 0.0 0.0

3690 Motor Av 2.54 0.354473300 2007001354 416,415 12.69 2.0 3.0 11.10 2.71 0.29 2.8 4.0 1.8 1.6

***As per 1993 A ASH TO Guide for Design of Pavement Structures*Note: Design Period ^ 10 Years_______________________________


Los Angeles Street Damage Restoration Fee Overlay Design for Latched and Non-patched Pavements

LOCAL TRENCHES

OverlayThickness*Patched (Surrounding Trench Area) Non-Patched (Control Area) **

ExistingThickness

ExistingThickness

Trench Cum.ESALS

AverageNormalized

Deflection D (mils)

Average Normalized

Deflection D (mils)



ExistingPavement



ExistingPavement

Trench Location Sec. ID Ref. No. Non-Patchcd

No. Patched(in.) (in.) (in.)o o (in.)

AC Base AC Base

14 7810 Granite Dr 2323850 2006007102 49.792 8.69 1.76 0.39 5.3 6.36 1.47 0.44 4.8 0.0 0.0

Helen Av (ES) 2542400 2004004683 88,526 6.45 2.2 6,0 0.01.72 0.44 6.0 10.73 0.44 0.05

9738 Helen Av 2542400 2004010495 49.792 1.97 0.30 8.4 16.09 2.40 0.29 7,5 0.0 0.5K)

18 19325 Londeiius Si 3280200 2004007007 719,284 14,80 4.53 0,27 6.0 8.9 8.19 3.83 0.33 6.4 9.6 0.0

19 825 Nimes Rd 3901500 2005004215 49,792 20.07 2.39 0.29 7.2 10.21 2.09 7.3 0,70,44 0.0

20 8525 Tobias Av 5326500 2004002287 570,031 16.09 4,10 0.42 18,50 4.11 0,38 5,9 3.16.5 4.3

350 Surfview Dr21 4790400 203100258 49.792 23.88 2,57 0.32 5.0 2.16 0,42 6.0 2.2 0.0

14303 Sylvan St 5241800 2008002619 1.411.383 15,59 3.34,14 0.32 8.5 6.01 3.35 0.44 8.0 0.0

23 4550 Ensenada Dr 1817900 2003004036 49.792 32.99 2.43 0.37 2.4 22.13 2.12 0.44 2.0 3,5

24 24720 Gilmore St 15.302194400 2003000359 49,792 2.04 0.42 11.29 1.79 4,0 0,84.0 0.44 0.0

***As per 1993 AASHTO Guide for Design ofFavement Structures*Note: Design Period 10 Years



LOCAL TRENCHES

OverlayThickness***Patched (Surrounding Trench Area) Non-Patched (Control Area)

ExistingThickness

ExistingThickness

Cum.ESALS

Trench Average Normalized

Deflection D (mils)

Average Normalized

Deflection D (mils)



ExistingPavement



ExistingPavement

Trench Location Sec. ID Ref. No. Non-Patched

No. Patched(in.)(in.) (in.)00 (in.)

AC AC BaseBase

0.0 0.025 3628 & 3634 Kinney St 2948700 2006009217 49.792 5.22 1.57 0.44 6.5 3.96 0.31 0,44 6.5

4.8 0.1 0.027 Rushing Dr 4664200 2006005590 49.792 12.57 1.94 0.39 4.8 8.22 1.68 0.44

0.228a 22326 Lull St E.o Nita Av 3363400 2011003436 49,792 19.66 2.36 0.40 4.0 14.13 2.15 0.44 4.0 1.7toto

0.228b 7653 Nita Av N/o Lull St 3363400 2011003436 49,792 16,94 2.17 0.44 4.0 14.13 2.15 0.44 4.0 1.0

8.0 3.6 0.532 9240 Jordan Av 1,053.845 14.69 4.10 0.21 4.0 8.0 9.05 3.38 0.25 4.52837600 2010007420

35 Erwin St & Reseda B 161,337 0.24 5,9 25.59 3.37 0.37 5.5 6.1 3.01831900 2008000575 48.52 4.10

3.99 0.23 6.0 6.0 6.0 2.736 319 S Westlake Av 2006609082 2005009092 468,898 31.57 4.47 0.16 6.5 5.0 15.82

3924 & 3930 Davana Rd & Murietta Av

65.19 3.50 0.14 40,05 3.17 0.21 6.5 5.5 4.137 3833400 2005000697 49.792 7.6

5060 Cavanagh Rd & Marianna Av 2.10 0.38 8.3 0.038 1022000 2009001138 49,792 21.02 2.69 0.24 8.3 11.32 .6

3.11 0.23 A S39 3636 Jasmine Av & Tahoi M ’’805300 2008008257 54,672 27.77 2.56 0.26 5.5 34.84 6.6

***As per 1993 AASHTO Guide for Hi sign >d"Pavement Structures*Note: Design Period ^ 10 Years


Los Angeles Street Damage Restoration Fee Overlay Design for Patched anti Non-patched Pavements

SELECT TRENCHES

OverlayThickness***Non-Patched (Control Area)Patched (Surrounding Trench Area)

ExistingThickness

ExistingThickness

Trench Cum.ESALS

Average Normalized

Deflection D (mils)

AverageNormalized

Deflection D (mils)



ExistingPavement



ExistingPavement

Trench Location Ref. No,Sec. ID Non-Pafchcd

No. Patched(in.) (in.) (in.)oo (in.)AC Base AC Base

Roseoe B1 & Cozycrofi Av3 6.02 0.314601800 2007012855 1,785,303 12.13 6.09 0.27 9.0 6.0 9.97 9.2 6.8 4,5

4 De Solo Av & Community St 0.37 8.3 6.2 3.32 4.42 0.431507000 2008000532 3.878,056 6.07 5.77 7.8 8.2 1.1 0.0

812 Westmont Dr Unit Tel 1 & Barrywood Av 5928700 2010003395 1.538.819 6,15 4.69 0.31 10.5 9.5 5.17 5.43 0.34 10.8 11.0 0.0 0.05

u>6600 Owensmouth Av &

Vanowen St8 5.384135200 2005001709 1,450,170 7,89 5.75 0.35 12.0 4.0 5.08 0.44 12.0 0.3 0,0

Corbin Av & Dearborn St9 5.02 0.39 10.8 3.2 4.93 6.43 0.44 3.9 0.01339200 2007004249 4,712,680 4.91 11.4 0.0

18011 Sherman Wy & Hesperia Av

10 0.33 8.8 9.81 6.79 0,30 2.44964300 2004006696 2,563,068 9,90 6.48 6.8 12,2 2.7

Wilbur Av S/o Sherman Wy13 6.52 0.25 10.0 8.3 8.43 5.94 0,295989100 2006008172 788,153 10,83 9.0 9.0 4.4 1.8

9919 Canoga Av N/o Lassen 9.3 7.72 3.49 0.400920700 2005008957 416,613 7.15 2.83 0.44 9.8 0,0 0.0St

12147 Victory B1 & Bellingham Av

17 2003006149 5.99 0.23 15.5 6,71 6.03 0.335705800 1,659,106 13.12 15.0 5.5

18 9601 Zei/.ah Av & Halsted St 4.2 4,32 4.596177800 2004000340 991.435 3,82 3,73 0.44 1 1.5 0.44 10.3 4.7 0.0 0,0

•••As per 1993 AASHTO Guide for Design of Pavement Structures•Note; Design Period 10 Years_______________________________



SELECT TRENCHES


ExistingThickness

ExistingThickness

Trench Cum.ESALS

AverageNormalized

Deflection D(mils)

Average Normalized

Deflection D (mils)



ExistingPavement



ExistingPavement

Trench Location Sec. ID Ref. No. Non-No. Patched Patched(in.)(in.) (in.)o o (in.)AC AC BaseBase

10124 Balboa BlN/oMayall 039830019 2004007724 1,647.554 6.58 4.94 14.20.29 14.9 5.02 4.65 0.36 1.4 0.0Si

21505 Saticoy St & Alabama20 4842600 2004004464 3,589,327 5.75 1.56 0.44 8.5 7,0 4.10 0.95 9.0 i s 0.0 0.00.44Av

6041 Cadillac Av & LaCienega B123 0848200 2004006571 597,150 7,318.53 6.46 0.19 7.5 11.5 4.24 4.06 0.35 6.6 0.0

Id4^

Venice B! & Western Av?7 5581500 2006004020 1,370,377 6,29 0.31 12.0 2,64.57 5.30 4.48 0.33

6750 Hazeltine Av & Archwood Si

29 2534500 2009002991 1,930,653 13.79 5.53 0.27 7 98.0 6.0 6.05 2.81 0.36 6,1 4.1 0.0

17032 Burbank R! & Balboa30 0807100 2003007664 1,880,694 4,21 0.36 15.3 0.0 0.04.41 15.5 4.47 5.06 0.36B1

17315 Sunset B1 & Los l.ioncs Dr

32 5201900 2006003587 621,010 7,94 5.21 0.35 15.8 3.22 3.96 15.6 0.00.44 0.0

7305 Hazeltine Av & Valerio35 2534100 2006003439 707,909 17,00 6.35 9.3 6.5 2.00.36 9.8 8.33 5.11 0.44St

6912 Coldwater Canyon & Basset Si36 1250200 2003008938 1,068,200 9.2! 7 2 5.55 0.30 8.5 8.14 5.72 0.44 6.8 3.6

12126 Victory B! & Laurel Canyon B1

37 5705800 2004008989 1,659.106 12.87 6.48 0.31 13,8 a 713.0 10.81 6.47 0.35 5,5

***As per 1993 AASHTO Guide for Design of Pavement Structures"Noe.' Design Period - 10 Yearn _____________________________


l,os Angeles Street Damage Restoration Fee Overlay Design for Patched and Non-patched Pavements

SELECT TRENCHES


ExistingThickness

ExistingThickness

Average Normalized

Deflection D (mils)

Trench Cum.ESALS

AverageNormalized

Deflection D(mils)




ExistingPavement


ExistingPavement

Trench Location Sec. ID Ref. No. Non-Patched

No. Patched(in.) (in.) (in.)it o (in.)

AC Base AC Base

13457 Vanowen St & Sunnyslope

38 4.3 11.69 7.095542200 2005007066 3,229,30! 22.76 7.93 0.26 7.2 0.37 7.0 5,0 11.3 6.0

3722 Dixie Canyon Av & inwood Dr 3.1340 2008008063 49,792 23.96 3.37 0.28 7.8 14.38 0.41 7,0 2,8 0.51604800

Sheldon St (NS) & Remick41 4943300 2006011618 8,416,418 10.64 7.10 0.4 8.4 10.74 7.64 0.44 8.8 8,4 8,3AvtoUa

14960 Foothill Bf (NS) & Roxford St43 2035600 2006006551 701,528 15,87 5.69 0.23 10,0 7.1 11.09 4.89 0.25 9.5 11.1 4,1 0.0

10185 Tujunga Canyon B1 & Hiilhaven Av

44 0.42 10.5 2.39 2.14 0,05400400 2004001061 432,447 3.86 2.30 0,44 11,0 0.0

46 6203 Variel Av N/o Ervin St 7.2 4.3 11.95 5.15563200 2006009231 844,490 10.85 4.46 0,31 0.31 7,2 6.3 1.9

Hatleras St & Winnetka Av47 2003008920 2,388,340 9.02 7.23 0.44 12.9 8.55 6.68 0.39 11.8 2.9 4,86061900

49 Plummer St & turline Av 5.10 0.44 9.8 2.2 2.65 3.79 10.2 0.04341700 2006006808 2,123,932 4.74 0.44 4,1 0.0

111’’' Sr puKetla Ri A San 1 < .nande Mi non

8.99 5.92(101000758 1,064,291 5,13 3.92 0.32 8.0 7.5 0.32 10.0 5.0 0.0 2.7i C-hhoii56

I opham St A \ctn \ St 13.85 0.44 6.8 20.17 7.65 7.3 12.2' i > mot 20nuon‘>586 1,599,810 0.40 5.7vN

***As pu ll>‘H \ \SI f I O (nude lot Design ntPau mem Stun tines *Nok Design Puimi lUVais



SELECT TRENCHES

OverlayThicknessPatched (Surrounding Trench Area) Non-Patchcd (Control Area)

ExistingThickness

ExistingThickness

Trench Cum.ESALS

Average Normalized

Deflection D (mils)

Average Normalized

Deflection D (mils)

Structural No, for future traffic



ExistingPavement


ExistingPavement

Trench Location Sec, ID Ref. No. Non-Patched

No. Patched(in.) (in.) (in.)o o (in.)AC Base AC Base

8850 Tampa Av & Londelius59 5258900 2009003258 3,712,458 5.69 0.3410.30 8.4 11.22 7.68 9,40.41 9.0 6.4St

7352 Foothill B1 & Mountair60 2027900 2006009745 6.322,298,576 10.23 0.27 13.0 4.32 5.39 0.44 12.5 0.06.4Av

62 Foothill & Roxford 4637800 2005007446 870,844 5.68 0.25 9.415.9 4.5 4.02 3.69 0.39 9.9 0.03.9 5,1NiO'

6910 Woodley Av & Bassett65 6101300 2008010342 12.97 6.93 0.23 10.8 3.2 5.68 5.54 0,34 3.4 1.810.4 8.4St

6611 Louise Av & Kiftridge66 3331700 2009009986 532,493 2.472.97 0.38 15.1 4.17 3.3 0.00.35 15.6 0.0St

20839 Roscoe B1 & De Soto67 4602100 2010000199 7.844,078,751 17.48 0.23 11.9 9.41 8.17.46 0.37 10.5 11,5Av

68 Roscoe B1 & De Soto Av 4602100 2009006412 4,078,751 8.50 0.27 9.514.69 9.41 7.46 0.37 8.110.5 13.5

2034 Century Park West S/oMGM Dr

70 1071800 2010008406 2,363,039 4.31 4.84 0.44 10.5 3.37 3.93 0.44 9.8 0.00.2

72 Reseda B1 & Kingsbury Si 4487500 2009001072 6.14 0.352.296,481 7.30 13.5 5.59 5,98 0,39 13,8 3,3 1.4

1408 W Washington B1 & New England St

73 5817900 2012001150 2,995.434 5.49 0,375.53 11.8 4.07 5.25 0.42 12.5 0.02,4

per 1993 AASHTO Guide for Design of Pavement Structures*Note: Design Period 10 Years_______________________________



SELECT TRENCHES

OverlayThickness***Non-Patched (Control Area)Patched (Surrounding Trench Area)

ExistingThickness

ExistingThickness

Trench Cum.ESALS

Average Normalized

Deflection D (mils)

Average Normalized

Deflection D (mils)



ExistingPavement



ExistingPavement

Ref. No.Trench Location Sec. ID Non-Patched

No. Patched(in.) (in.)

(in-)0 0 (in.)AC BaseAC Base

Nordhoff Av & Canoga Av 0,28 11.0 19.59 8.21 0.23 11.0 10.1 13.074 0921100 2011001219 3.191.369 13.78 7.54

0.37 13.0 9.1 1.475 11620 Oxnard St & Irvine Av 4142400 2008009189 1.846,484 13.94 7.12 0.24 13.0 5.50 5,47

4773 Valley R1 Unit Tel 1 & Cyril Av

0.32 10.4 13.2 7.376 5469400 2013005289 2,962,572 23.95 8.27 0.22 11.0 11.43 6.56to

6024 Fallbrook Av N/o Oxnard St

5.97 0.43 14.4 2.9 4.2 0.077 1909600 2010003811 2,486,463 10.74 7.35 0.30 13.5 4.9 4.57

Fallbrook Av & Victory 81 0.35 9.0 6.39 5.95 0.31 7.5 8.5 0.0 2.378 1909300 2007011307 2,010,273 5.40 5.3 6.5

Foothill & Roxford 5.73 0,23 9,4 5.71 4.06 0.34 9.9 3.9 5.6 0,079 4637800 2005007446 870.844 15.28 4,5

0.43 7.3 7.0 0.5327 San Pascual 1,254,630 16.36 0.36 7.3 4.98 3.3680 4750100 2009007498 5.71

7.62 5.70 0.25 12.4 4.6 4.8 3.382 2054 Century Park W 10718008 2009011089 2,410,343 9.67 6.63 0.24 13.0 5.5

***A$ per 1993 AASHTO Guide for Design of Pavement Structures *Nole: Design Period •••• 10 Years

Total Asphalt Concrete Thickness Design

28


Los Angeles Street Damage Restoration Fee Total AC Thickness Structure Design

LOCAL TRENCHES

Patched (Surrounding Trench Area) Non-Patched (Control Area) Total Thickness***

ExistingThickness

ExistingThickness

Average Normalized

Deflection D0 (mils)

Average Normalized

Deflection D (mils)



ExistingPavement



ExistingPavement

Trench Cum.ESALS

Non-Patchcd

French Location See. ID Ref. No. Patched(in.)

No. (in.) (in.)o (in.)

AC Base AC Base

17541 Sherman Wy 0864300 2009004910 110,489 11.79 2.27 0.27 8.9 14.61 2 7 0.27 8.6 5.2 6.1

•? 1232 Saginaw Si 6067000 2011002265 110,489 4,69 1.45 0.42 7.0 7.66 1.84 0.33 7.0 3,3

3 1581 N Crescent Heights 81 1413700 2013008181 287,161 24,98 3.4 0.34 3.8 6,56 2.1 0.44 3.0 4.87.7N3sO

4 4389 San Bias Av 2732900 2013002248 110,489 16.08 7 71 0.33 8,4 8.43 2.04 0.43 7,8 6.2 4.6

23432 Community St 1318300 2012004406 110,489 18.53 2,31 0,30 6.0 16.62 2.58 0.33 6.0 5.3 5.9

17831 Tuscan Dr 5417200 2008006107 110,489 23,22 2.72 0.20 4.0 4.0 21,97 2.9 0.23 3.9 6.26 4.1 6,6

9359 & 9369 Hillrose St 2609620 2006006596 110,489 9.93 2.17 0.44 4.6 10.23 2.14 0.44 5.2 4.9 4.9/

8 12950 Discovery Creek 1601220 2007004926 110,489 6.03 4.2 3.81,67 0.44 4.5 6.24 1.81 0.44 4.1

9 12981 Discovery Creek 1601220 2005010291 110,489 4.62 0.33 4.3 1.3 3.7 3.01.61 0.40 4.5 8.0 3.34 1.31

3690 Motor Av 4473300 2007001354 2.8 7.2924,022 12,69 2.94 0.35 2.0 3.0 11.1(1 3.15 0.29 4.0 6.7

***As per 1993 AASHTO Guide for Design of Pavement Structures

' Vote Design Period ; 20 3'ears



LOCAL TRENCHES

Patched (Surrounding Trench Area) Non-Patched (Control Area) Total Thickness •k-k-k

ExistingThickness

ExistingThickness

AverageNormalized

Deflection D (mils)

Average Normalized

Deflection D (mils)

StructuralNo, for future traffic


ExistingPavement:

Trench Structural No. for future traffic


ExistingPavement

Cum.ESALS

Non-Patched

Trench Location Sec. ID Kef. No, PatchedNo. (in.) (in.) (in.)o 0 (in.)AC Base AC Base

14 7810 Granite Dr 2323850 2006007102 110,489 8.69 2,01 0.39 5.3 6.36 0.44 4.81.69 4.6 3,8

Helen Av (ES)15 2542400 2004004683 196,440 1.97 0.44 6.06,45 0.73 2.53 0.44 6.0 4.5 5.8

17 9738 Helen Av 2542400 2004010495 2.26 0.30110,489 8.4 0.2916.09 2.74 7 5 5.1 6.2UJO

18 19325 Londelius St 3280200 2004007007 1,596,086 14.80 0.27 6.0 8.95.14 8.19 4.42 0.33 9,6 11.76.4 10,0

825 Mimes Rd9 3901500 2005004215 110,489 20,07 2.73 0.29 7,2 10.21 2.39 0.44 7.3 6.2 5.4

20 8525 Tobias Av 5326500 2004002287 1,264,895 16.09 4.7 0.42 6.5 18,50 0.38 5.9 10,74.72 10,7

350 Surfview Dr 4790400 2011002581 110,489 23.88 2,93 0.32 5.0 11,81 2.46 0.42 6.0 6.7 5,6

10 14303 Sylvan St 5241800 2008002619 3,131,852 15.59 4.74 0.32 8.5 6.01 3.9 0.44 8,0 10,8 8.9

23 4550 Ensenada Dr 1817900 2003004036 110,489 32.99 2.78 0.37 2.4 22.13 2.43 0.44 2,0 6.3 5,5

24 24720 Gilmore St 2194400 2003000359 110,489 5.30 2.34 0.42 4.0 11.29 2.06 0.44 4.0 5.3 4.7

***As per 1993 AASETO Guide for Design ol'Pavement Structures*Note: Design Period 20 Years______________________________



LOCAL TRENCHES

Patched (Surrounding Trench Area) Non-Patched (Control Area) Total Thickness

ExistingThickness

ExistingThickness

Average Normalized

Deflection D (mils)

V'erageNormalized



ExistingPavement

Structural No, for future traffic


ExistingPavement

Trench Cum.ESALS

NonPatch ed

Trench Location Sec. ID Ref. No. PatchedNo. (in.) (in.)Deflection D (mils)

(in.)n (t (in.)AC Base AC Base

3628 & 3634 Kinney St25 2948700 2006009217 110,489 5,22 1.81 0.44 6.5 3.96 0.42 0.44 4,1 1.06,5

Rushing Dr27 4664200 2006005590 110,489 12,57 o go 0.39 4,8 8.22 1.92 5.0 4.40.44 4.8

22326 Lull St E/o Nita Av28a 3363400 2011003436 110,489 19,66 2,7 0.40 4.0 14.13 2.45 6.1 5.64.0OJ

7653 Nita Av N/o Lull St28b 3363400 2011003436 110,489 16.94 2.47 0.44 4.0 14.13 2.45 5,6 5.60.44 4.0

32 9240 Jordan Av 2837600 2010007420 2,338,476 8.014,69 4.7 0.21 4.0 8.0 9.05 3.93 0.25 10.7 8.94.5

Erwin St & Reseda B135 1831900 2008000575 358,006 48.52 4.63 0.24 5.9 10.525.59 3.83 0.37 8.75.5

36 319 S Westlake Av 2006609082 2005009092 1,040,483 31.57 5.09 6.0 11.6 10.40.16 6.5 5.0 15.82 4.59 0.23 6.0

3924 & 3930 Davana Rd & Murielta Av

37 3833400 2005000697 110,489 65.19 3.98 0.14 9.07.6 40.05 3.61 0.21 6.5

5060 Cavanagh Rd & Marianna Av38 1022000 2009001138 110,489 21.02 3.08 0.24 7.0 5.58,3 11.32 2.4 0.38 8.3

3636 Jasmine Av & Tabor St39 2805300 2008008257 121,317 27,77 2.93 0.26 34.84 3.55 0.23 6.7 8,15,5 6.6

5 As per 1993 AASHTO Guide for Design of Pavement Structures*Note: Design Period :: 20 Years


Los Angeles Street Damage Restoration Fee Total AC Thickness Structure Design___

SELECT TRENCHES


ExistingThickness

ExistingThickness

(in.)

Average Normalized

Deflection D (mils)

AverageNormalized



ExistingPavement



ExistingPavement

Trench Cum.ESALS

Non-Patched

Trench Location Sec. ID Ref. No. PatchedNo. (in.)Deflection D,(mils)

(in.)o (in.)AC Rase AC

3 Roscoe B1 & Cozycrof! Av 4601800 2007012855 3,961.578 12.13 6.82 0.27 6.0 9.97 6.75 15.39.0 0.31 9.2 6.8 15.5

De Solo Av & Community St4 1507000 2008000532 8,605,385 6.07 6,49 0,37 6,2 3.32 5,158.3 0.43 7.8 8.2 14.8 11.7

812 Westmont Dr Unit Tel 1& Barrywood Av

5 5928700 2010003395 3,414,630 5,42 0.316.15 10.5 9.5 5.17 6.15 0.34 10.8 11.0 12.3 14.0Lh>UJ

6600 Owensmouth Av & Vanowen St8 4135200 2005001709 3,217,918 7.89 6.48 0.35 12.0 4.0 5.08 6.10 0.44 12.0 14,7 3,9

9 Corbin Av & Dearborn St 1339200 2007004249 10,457,412 0,394.9 5.74 0.8 3.2 4.93 7.17 11,4 3.9 13,0 16,30.44

18011 Sherman Wy & Hesperia Av

10 2004006696 5,687,4354964300 9,90 7.23 0,33 7.2 8.8 9.81 7,55 0.30 6.8 16.4

13 Wilbur Av S/o Sherman Wy 5989100 2006008172 1,748,907 0.2510,83 7.27 10.0 8.3 8.43 6.67 0.29 9.0 9,0 16.5 15.2

9919 Canoga Av N/o Lassen15 0920700 2005008957 924,461 7.15 3.29 0.44 9.3 7.72 4.05 9.8 7.5 9,20.40St

12147 Victory Bi & Bellingham Av

17 3,681,5465705800 2003006149 6,71 0.23 6.76 15,3 15,415.5 6.71 0,33 15.0

9601 Zelzah Av & Halsted St18 6177800 2004000340 2,199,988 0.443.82 4.50 4.2 4.32 5.32 0.44 10,3 4.7 10,2 12.111.5

***As per 1993 AASHTO Guide for Design of Pavement Structures*Note: Design Period " 20 Y



SELECT TRENCHES


ExistingThickness

ExistingThickness

Average Normalized

Deflection D(mils)

Average Normalized

Deflection D (mils)



ExistingPavement



ExistingPavement

Trench Cum.ESALS

Non-Patched

Trench l ocation Sec. ID Ref. No. PatchedNo.(in.) (in.) (in.)o 0 (in.)

AC Base AC Base

10124 Balboa B1 N/o Mayall19 0398300 2004007724 5.66 0.293,655,914 6.58 14.9 5.02 5.37 0.36 14.2 12.9 7 1St

21505 Saticov St & Alabama20 4842600 2004004464 1.81 0.44 8.57,964,698 5.75 7.0 4.10 1.13 0.44 9.0 2,67.5 4.1Av

6041 Cadillac Av & l,a C'ienega Bi

23 0848200 2004006571 1,325,072 7.21 0.19 7.5 4.2418.53 11.5 4.81 0.35 7.3 11.1 16.4 10.9UiUJ

27 Venice Bl & Western Av 5581500 2006004020 5.30 0.313,040,859 6.29 11.1 5.30 5.21 0.33 12.0 12.0 11.8

6750 Hazeltine Av & Archwood St

29 2534500 6.252009002991 4,284,107 13.79 0.27 8.0 6.0 6,05 3.43 0.36 7.9 14,26.1 7,8

7032 Burbank Bl & Balboa30 0807100 0.362003007664 4,173,250 4.21 5.14 15,5 4.47 5.78 0.36 15,3 13.Bl

17315 Sunset Bl & Los Liones Dr

32 5201900 2006003587 ,378,018 5.93 0.35 15.8 3.22 0.44 13.57.94 4.71 15.6 0.7

7305 Hazeltine Av & Valerio35 2534100 2006003439 1,570,846 7.09 0.36 9.8 8.33 5.83 0.44 9.317.00 16.1 13.3St

6912 Coldwater Canyon & Basset St

36 1250200 2003008938 2,370,330 6.27 0,30 8.5 8.1412.21 6.44 0.44 9.2 14.3 14,6

12126 Victory Bl & Laurel Canyon Bl 7.23 0.31 13.05705800 2004008989 3,681,546 12.87 10.81 7 22 0.35 13.8 16.4 6.4

***As per 1993 AASHTO Guide for Design of Pavement Structures*Notc: Design Period = 20 Years_______________________________



SELECT TRENCHES


ExistingThickness

ExistingThickness

Average Normalized

Deflection D (mils)

AverageNormalized



ExistingPavement



ExistingPavement

Trench Cum.ESALS

Non-Patched

Trench Location Sec. ID Ref. No. PatchedNo. (in.)(in.) (in.)Deflection D(mils)

<!0 (in.)AC Base AC Base

13457 Vanowen St & Sunnyslope

7.87 0.37 7.0 5.0 19.9 I 7.938 5542200 2005007066 7.165,802 22.76 8.76 0.26 7 4.3 11.69

3722 Dixie Canyon Av & inwood Dr

14.38 3.57 0.41 7.0 8,7 8.140 1604800 2008008063 110,489 23.96 3.84 0.28 7.8

Sheldon St (NS) & Remiek 0.44 8.8 17.9 19.24943300 2006011618 18,675,984 10.64 7,88 0.41 8.4 10.74 8.4541Av

UJ

14960 Foothill Bl (NS) & Roxford St

0.25 9.5 14,4 12.55.87 6.35 0,23 10.0 7.1 11.09 5.5243 2035600 2006006551 1,556,686

0185 Tujunga Canyon Bt & Hillhaven Av

0.44 11.0 6.0 5,63.86 2.66 0.42 10.5 2 39 2.4744 5400400 2004001061 959,597

0.31 7 2 6,3 13.010.85 5.08 0.31 7 2 4.3 1 1.95 5.7446 6203 Vanel Av N/o Erwin St 5563200 2006009231 1,873,919

16,97.44 0.39 11.8 18.Hatteras St & Winnetka Av 5,299,712 9.02 8.01 0.44 12.9 8.5547 6061900 2003008920

10.2 10.39.8 2.65 4.55 0.44 4,1Plummer St & Lurline Av 4341700 2006006808 4,712,993 *4 / *4 5.82 0.4449

11121 Sepulveda Bl & San Fernando Mission

0.32 10.0 5.0 10.6 15.14.68 0.32 8.0 8.99 6.644899100 2004000758 2,361,657 5.1356 5

0.40 5.7 16.3 19.213.85 7.19 0.44 6.8 20,17 8.4658 Topham Si & Aetna Si 5351000 2009009586 3,549,969

***As per 1993 AASHTO Guide for Design of Pavement Structures*Nole: Design Period 20 Years _________________________



SELECT TRENCHES

Patched (Surrounding Trench Area) Non-Patchcd (Control Area) Total Thickness***

i Msling Thickness

ExistingThickness

AverageNormalized

Deflection D (mils)

Average Normalized

Deflection D (mils)



ExistingPan-men

StructuralNo. for future traffic


ExistingPavement

Trench Cum.ESALS

Non-Patched

french Location Sec. ID Ref. No. PatchedNo. (in.) (in.) (in.)o o (in.)AC Base AC Base

8850 Tampa Av & Londelius59 5258900 2009003258 8,237,923 10,30 6,41 0.34 8.4 11,22 8.69 0,41 9.0 9,814,6Si

7352 Foothill Bl & Mountair60 2027900 2006009745 5,100,528 10,23 7.06 0.27 13.0 4.32 6.10 0.44 12.5 16.0 13,9Av

62 Foothill & Roxford 4637800 2005007446 1,932,398 15,91 6.34 0.25 9.4 4.5 4,02 4.26 0.39 9.9 3.9 14.4 9.7u>CO

6910 Woodley Av & Bassett65 6101300 2008010342 5,745,269 12.97 7.70 0.23 10.8 3.2 5.68 6.26 0.34 10.4 3.4 17.5 14,2St

6611 Louise Av & Kittridge66 3331700 2009009986 1,181,599 2 97 2.96 0.38 15.1 4.17 4.04 0.35 15.6 6.7 9.2St

20839 Roscoe Bl & De Soto67 4602100 2010000199 9,050,726 17.48 8.67 0.23 11.9 9.41 8,26 0,37 10.5 19.7 18.8Av

68 Roscoe Bl & De Soto An- 4602 100 2009006412 9,050,726 14,69 9.38 0.27 9.5 9,41 8.26 0.37 10.5 21,3 18.8

2034 Century Park West S/o MGM Dr

70 1071800 2010008406 5,243.570 4.31 5.56 0.44 10.5 3.37 4.69 0.44 9.8 12,6 10,7

Reseda Bl & Kingsbury St72 4487500 2009001072 5.095,879 6.87 0.357,30 13.5 5.59 6.71 0.39 13.8 15.6 15.3

1408 W Washington Bl & New England St

73 5817900 2012001150 6.646,851 5.53 6.21 0.37 11.8 4.07 5.96 0.42 12.5 13.54,

***As per 1993 AASHTO Guide for Design of Pavement Structures*Note: Devon Period - 20 Years______________________________



SELECT TRENCHES

Total ThicknessNon-Patched (Control Area)Patched (Surrounding Trench Area)

ExistingThickness

ExistingThickness

Average \ormali/ed

Deflection D, (mils)

Average Normalized

Deflection D (mils)



ExistingPavement



ExistingPavement

Cum.ESALS

Trench Non-Patched

Trench Location Sec. ID Ref. No. PatchedNo. (in.)(in.) (in.)o (in.)AC BaseAC Base

0.23 11.0 19.0 20.619.59 9.068.35 0.28 11.0NordhofTAv & Canoga Av 0921100 2011001219 7,081.630 13.7874

18.0 14,16.19 0.37 13.00.24 13.0 5.504.097,338 13.94 7.9011620 Oxnard St & Irvine Av 4142400 200800918975

4773 Valley Bl Unit Tel 1 & Cyril Av

20.77.31 0.32 10.4 16,69.12 0.22 11.0 11.432013005289 6,573.930 23.9576 5469400OJOx.

6024 Fallbrook Av N/o Oxnard St

8.56.69 0.43 14.4 2 90.30 13.5 4.9 4.5710.74 8.151909600 2010003811 5,517,447 \77

13,7 15.26.68 0.31 7,5 8.59,0 6.5 6,395.40 6.02 0.35Fallbrook Av & Victory Bl 1909300 2007011307 4,460,78478

4.2 14.5 10.60.34 10.50.23 8.9 5.2 5.71 4.661.932,398 15.28 6.40Foothill (St Roxford 4637800 200500744679

8.70.43 7.3 14.47.3 4.98 3.8216.36 6.35 0.364750100 2009007498 2,784,01880 327 San Pascual

0.25 12.4 4.6 16,8 4,613.0 7.62 6.429.67 7.38 0.24 5.51071800B 2009011089 5,348,53982 2054 Century Park W

***As per 1993 AASHTO Guide for Design of Pavement Structures *Note: Design Period - 2(1 Years_____________________________

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