Compton City Council
August 4, 2026

City of Compton, CA
2023-24 Pavement Condition Index (PCI) Report - All Streets Sorted by Rank, PCI Order (0-100)
BranchID Sec iD Name From To Surface Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date 950 6 CHERRY ST (W) ARANBE AVE (N) OLEANDER AVE (N) AC E 2 688 36 17,420 6/18/24 69 64 34 2 New Construction - Initial 1/1/80 2010 9 MYRRH ST (E) PACIFIC ELECTRIC RR TAMARIND AVE (S) AC E 2 652 36 24,228 6/4/24 69 32 60 8 New Construction - Initial 1/1/80 2070 5 OLEANDER AVE (N) ROSECRANS AVE (W) CRESSEY ST (W) AC E 2 726 28 18,121 6/4/24 69 88 12 0 New Construction - Initial 1/1/80 2330 8 POPLAR ST MATTHISEN AVE (N) ARANBE AVE (N) AC E 2 610 31 15,280 2/29/24 69 58 39 3 New Construction - Initial 1/1/80 2210 1 PEACH ST (W) PAULSEN AVE (N) MATTHISEN AVE (N) AC E 2 580 28 15,046 6/18/24 69 87 2 11 New Construction - Initial 1/1/80 2070 2 OLEANDER AVE (N) SCHOOL ST (W) ARBUTUS ST (W) AC E 2 579 28 15,070 6/4/24 69 100 0 0 New Construction - Initial 1/1/80 2320 2 POINSETTIA AVE (S) CALDWELL ST (E) MARCELLA ST (E) AC E 2 530 35 16,610 6/25/24 69 88 12 0 New Construction - Initial 1/1/80 1070 1 COOKACRE AVE (S) MCMILLAN ST (E) CITY LIMITS AC E 2 87 36 2,977 6/26/24 70 50 18 32 New Construction - Initial 1/1/80 1640 1 KAY ST (E) CHESTER AVE (N) VAN NESS AVE (N) AC E 2 522 36 14,147 6/17/24 70 59 0 41 New Construction - Initial 1/1/80 2800 1 THORSON AVE GREENLEAF BLVD CITY LIMITS (N) AC E 2 80 42 2,797 6/18/24 70 25 75 0 New Construction - Initial 1/1/80 2590 1 SIERRA DR VICTORIA ST (E) END (N) AC I 2 450 55 14,972 6/11/24 70 88 0 12 New Construction - Initial 1/1/80 320 2 ALAMEDA ST NB AUTO DR (S) GREENLEAF BLVD (E) AC I 2 1,395 42 49,826 6/24/24 70 60 30 10 New Construction - Initial 1/1/80 590 1 AUTO CENTER DR AUTO DR (S) END (S) AC I 2 395 59 21,746 6/24/24 70 70 30 0 New Construction - Initial 1/1/80 190 5 152ND ST (W) MAIE AVE (N) DWIGHT AVE (N) AC E 2 665 36 20,229 6/3/24 70 28 72 0 Complete Reconstruction - AC 3/31/20 2210 2 PEACH ST (W) MATTHISEN AVE (N) ARANBE AVE (N) AC E 2 612 28 15,379 6/18/24 70 96 4 0 New Construction - Initial 1/1/80 2720 2 TAJAUTA AVE 156TH ST (W) END (S) AC E 2 80 36 2,457 6/3/24 70 100 0 0 New Construction - Initial 1/1/80 1350 1 FLOWER ST (S) LAUREL ST (E) NORTH END AC E 2 316 30 9,363 6/10/24 70 37 36 27 New Construction - Initial 1/1/80 3200 3 ELM ST (W) MATTHISEN AVE (N) OLEANDER AVE (N) AC E 2 1,303 25 33,635 2/29/24 70 60 32 8 Surface Treatment - Slurry Seal 1/19/16 3360 2 NESTOR AVE (S) 152ND ST (W) 155TH ST (W) AC E 2 776 32 22,114 6/3/24 70 79 21 0 New Construction - Initial 1/1/80 2300 4 PLUM ST MATTHISEN AVE (N) ARANBE AVE (S) AC E 2 614 28 15,498 6/18/24 70 97 0 3 New Construction - Initial 1/1/80 2810 1 TICHENOR ST MCKINLEY AVE (S) WADSWORTH AVE (S) AC E 2 1,040 32 29,836 4/16/24 71 71 29 0 New Construction - Initial 1/1/80 1110 5 CRESSEY ST (W) PAULSEN AVE (N) MATTHISEN AVE (N) AC E 2 570 36 13,864 6/18/24 71 91 7 2 New Construction - Initial 1/1/80 3420 1 PAULSEN AVE (S) PALM ST (W) ALMOND ST (W) AC E 2 577 28 17,652 6/3/24 71 99 0 1 New Construction - Initial 1/1/80 3410 4 PANNES AVE (S) CYPRESS ST (E) CITY LIMITS AC E 2 849 32 20,877 4/18/24 71 54 45 1 New Construction - Initial 1/1/80 1110 4 CRESSEY ST (W) WILMINGTON AVE (N) PAULSEN AVE (N) AC E 2 582 36 14,053 6/18/24 71 74 6 20 New Construction - Initial 1/1/80 1880 3 MAPLE ST (W) ARANBE AVE (N) END (E) AC E 2 899 26 22,894 6/17/24 71 83 14 3 New Construction - Initial 1/1/80 1910 4 MAYO AVE (S) ALONDRA BLVD (E) CYPRESS ST(E) AC E 2 716 28 18,246 6/3/24 71 51 48 1 New Construction - Initial 1/1/80 910 3 CEDAR ST (W) S ARNADE AVE (S) OLEANDER AVE (N) AC E 2 692 36 17,134 2/29/24 71 98 0 2 New Construction - Initial 1/1/80 2770 2 TAPER AVE 156TH ST (W) 154TH ST (W) AAC E 2 440 30 11,978 6/3/24 71 2 98 0 Overlay - AC Structural 7/14/20 300 7 ACACIA AVE CLAUDE ST (W) ALONDRA BLVD (W) AAC E 2 913 36 32,246 6/12/24 71 78 22 0 Overlay - AC Structural 7/14/20 3220 1 GLENCOE ST (W) END (W) WILLOWBROOK AVE (S) AC E 2 312 36 9,171 6/12/24 71 45 53 2 New Construction - Initial 1/1/80 2240 3 PECK ST CHESTER AVE (N) VAN NESS AVE (N) AC E 2 521 30 13,589 6/17/24 72 90 6 4 New Construction - Initial 1/1/80 3290 7 LAUREL ST (W) KEMP AVE (S) DWIGHT AVE (S) AAC E 2 1,295 32 43,762 5/30/24 72 28 64 8 Overlay - AC Structural 6/2/10 2650 10 SPRUCE ST OLEANDER AVE (N) END (E) AC E 2 195 28 5,174 6/17/24 72 96 4 0 New Construction - Initial 1/1/80 500 6 ARANBE AVE ROSECRANS AVE (W) CRESSEY ST (W) AC E 2 722 29 17,162 6/18/24 72 49 48 3 New Construction - Initial 1/1/80 950 3 CHERRY ST (W) WILMINGTON AVE (N) PAULSEN AVE (N) AC E 2 574 36 13,387 6/18/24 72 72 13 15 New Construction - Initial 1/1/80 2810 13 TICHENOR ST END (W) POINSETTIA AVE (S) AC E 2 452 28 13,690 6/25/24 72 59 0 41 New Construction - Initial 1/1/80 1380 2 GIBSON ST (S) ROSECRANS AVE (E) CITY LIMITS AC E 2 312 35 8,156 6/26/24 72 59 41 0 New Construction - Initial 1/1/80 3360 1 NESTOR AVE (S) COMPTON BLVD (W) 152ND ST (W) AC E 2 562 32 15,494 6/3/24 72 67 33 0 New Construction - Initial 1/1/80 3290 3 LAUREL ST (W) BARRON AVE (S) MATTHISEN AVE (S) AC E 2 450 32 12,998 6/5/24 72 26 16 58 New Construction - Initial 1/1/80 2820 6 TUCKER ST BULLIS RD (N) BRADFORD AVE (N) AC E 2 995 29 27,782 4/17/24 72 40 60 0 New Construction - Initial 1/1/80 1450 2 GRAPE AVE (N) NORD ST (W) STOCKWELL ST (W) AAC E 2 738 36 20,019 6/18/24 72 31 49 20 Overlay - AC Structural 1/18/11 2930 3 WASHINGTON AVE ALONDRA BLVD (E) CITY LIMITS (N) AC E 2 145 28 3,187 6/26/24 72 46 54 0 New Construction - Initial 1/1/80 3290 1 LAUREL ST (W) END (W) OLEANDER AVE (S) AC E 2 588 32 22,724 6/5/24 72 60 40 0 New Construction - Initial 1/1/80 1800 1 MAGNOLIA CT SCHOOL ST (W) PAULSEN AVE (N) AC E 2 628 26 17,595 2/29/24 73 67 33 0 New Construction - Initial 1/1/80 200 2 153RD ST (W) CENTRAL AVE (S) NESTOR AVE (S) AC E 2 756 36 23,036 6/3/24 73 54 12 34 New Construction - Initial 1/1/80 3120 2 BURRIS AVE (S) LAUREL ST (E) MYRRH ST (E) AC E 2 671 36 18,246 6/3/24 73 71 27 2 Surface Treatment - Slurry Seal 1/19/16 1000 2 CLYMAR AVE (S) 156TH ST (W) CYPRESS ST (W) AAC E 2 1,483 36 41,593 4/5/24 73 19 39 42 Overlay - AC Structural 6/21/16 2470 1 SAN MARCUS ST END (W) BRADFIELD AVE (N) AC E 2 450 29 13,648 6/4/24 73 45 54 1 New Construction - Initial 1/1/80 1830 1 MAHALO PL (S) KONA DR MAHALO PL (W) AC E 2 435 32 20,643 6/11/24 73 62 0 38 New Construction - Initial 1/1/80 1700 1 KONA DR (W) CITY LIMITS MAHALO PL (S) AC E 2 1,372 36 56,240 6/11/24 73 47 24 29 Surface Treatment-Cape Seal 1/19/16 2810 11 TICHENOR ST WILLOWBROOK AVE (S) TAMARIND AVE (S) AC E 2 595 28 15,647 6/12/24 73 100 0 0 New Construction - Initial 1/1/80 2150 8 PALMER ST (W) WILMINGTON AVE (N) MATTHISEN AVE (N) AC E 2 1,137 27 28,790 2/29/24 73 48 39 13 New Construction - Initial 1/1/80 2300 3 PLUM ST PAULSEN AVE (N) MATTHISEN AVE (N) AC E 2 567 28 14,050 6/18/24 73 96 4 0 New Construction - Initial 1/1/80 1120 1 CULVER AVE (N) CITY LIMITS WINONA ST (W) AC E 2 278 36 9,938 6/4/24 74 59 39 2 New Construction - Initial 1/1/80 2230 1 PEARL AVE (N) COMPTON BLVD (E) PALMER ST(E) AC E 2 786 28 21,437 6/25/24 74 57 23 20 New Construction - Initial 1/1/80 2540 8 SCHOOL ST OLEANDER AVE (N) ACACIA AVE (N) AC E 2 680 28 18,890 2/29/24 74 75 21 4 New Construction - Initial 1/1/80 2860 1 VISALIA LN END (S) ALONDRA BLVD (W) AC E 2 303 32 10,312 3/8/24 74 100 0 0 New Construction - Initial 1/1/80 880 1 CARSON PL (E) TAMARIND AVE ALAMEDA ST (N) PCC E 2 387 26 16,708 6/4/24 74 21 79 0 New Construction - Initial 1/1/80 1640 2 KAY ST (E) VAN NESS AVE LONG BEACH BLVD (N) AC E 2 1,579 36 41,511 6/17/24 74 63 17 20 New Construction - Initial 1/1/80

City of Compton, CA
2023-24 Pavement Condition Index (PCI) Report - All Streets Sorted by Rank, PCI Order (0-100)
BranchID Sec iD Name From To Surface Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date 2360 7 RAYMOND ST OLEANDER AVE (S) ACACIA AVE (S) AC E 2 650 42 23,734 6/12/24 74 96 0 4 New Construction - Initial 1/1/80 2920 5 WARD AVE MCMILLAN ST (E) DIANE DR (E) AC E 2 540 30 6,393 4/17/24 74 19 0 81 New Construction - Initial 1/1/80 520 1 ARLINGTON ST (E) ALHAMBRA AVE (N) SHORT AVE (N) AC E 2 869 36 23,899 6/19/24 74 49 36 15 Surface Treatment - Slurry Seal 1/19/16 1120 6 CULVER AVE (N) POPLAR ST (W) SCHOOL ST (W) AC E 2 943 36 26,941 2/29/24 74 70 25 5 New Construction - Initial 1/1/80 1260 1 ELM ST (E) WILLOWBROOK AVE (N) TAMARIND AVE (N) AC E 2 694 25 17,001 6/4/24 74 75 25 0 New Construction - Initial 1/1/80 2330 10 POPLAR ST OLEANDER AVE (N) ACACIA AVE (N) AC E 2 820 27 21,929 2/29/24 74 58 36 6 New Construction - Initial 1/1/80 1650 1 KEENE AVE (N) 134TH ST (W) 132ND ST (W) AC E 2 976 36 25,797 5/28/24 74 33 36 31 New Construction - Initial 1/1/80 1750 2 LINSLEY ST (E) CITY LIMITS GIBSON AVE (S) AC E 2 105 24 2,850 3/7/24 74 58 42 0 New Construction - Initial 1/1/80 2080 7 OLEANDER AVE (S) BENNETT ST (W) GREENLEAF BLVD (W) AC E 2 515 36 15,003 6/12/24 74 31 23 46 New Construction - Initial 1/1/80 950 4 CHERRY ST (W) PAULSEN AVE (N) MATTHISEN AVE (N) AC E 2 564 36 14,096 6/18/24 75 88 10 2 New Construction - Initial 1/1/80 2920 3 WARD AVE MYRRH ST (E) LAUREL ST (E) AC E 2 650 28 17,034 4/18/24 75 8 89 3 New Construction - Initial 1/1/80 180 4 151ST ST (W) MAIE AVE (N) DWIGHTAVE (N) AC E 2 663 36 20,308 6/3/24 75 40 60 0 Complete Reconstruction - AC 3/31/20 1490 2 GUNLOCK AV (S) CALDWELL ST (W) DWIGHT AVE (S) AAC E 2 1,237 36 27,967 4/12/24 75 21 79 0 Overlay - AC Structural 4/6/20 1910 6 MAYO AVE (S) MYRRH ST (E) LARUEL ST (E) AAC E 2 670 28 17,765 6/3/24 75 22 78 0 Overlay - AC Structural 7/14/20 3000 8 WILLOW AVE PECK ST (E) TUCKER ST (E) AC E 2 659 30 17,764 6/25/24 75 57 23 20 New Construction - Initial 1/1/80 3470 1 MCKINLEY AVE (N) ROSECRANS AVE (W) 139TH ST (W) AC I 2 1,125 40 38,756 5/28/24 75 12 71 17 Complete Reconstruction - AC 5/1/16 2540 6 SCHOOL ST PAULSEN AVE (N) ARANBE AVE (N) AC E 2 1,145 28 30,073 2/29/24 75 81 0 19 New Construction - Initial 1/1/80 2810 12 TICHENOR ST TAMARIND AVE (S) ALAMEDA ST (S) AC E 2 760 28 19,061 6/12/24 75 86 14 0 New Construction - Initial 1/1/80 3000 9 WILLOW AVE TUCKER ST (E) END (N) AC E 2 435 29 12,055 6/25/24 76 91 7 2 New Construction - Initial 1/1/80 3120 4 BURRIS AVE (S) CYPRESS ST (E) ALONDRA BLVD (E) AC E 2 716 36 18,558 6/3/24 76 83 15 2 Surface Treatment - Slurry Seal 1/19/16 90 5 134TH ST (W) GRANDEE AVE (N) WILMINGTON AVE (N) AAC E 2 1,208 36 31,203 5/29/24 76 3 97 0 Overlay - AC Structural 7/14/20 1520 5 HARRIS AVE MYRRH ST (E) LAUREL ST (E) AC E 2 673 30 17,024 4/18/24 76 26 74 0 Complete Reconstruction - AC 5/1/16 2290 1 PLAZA DR GREENLEAF BLVD (E) GATEWAY DR AC E 2 202 36 7,099 6/12/24 76 38 43 19 New Construction - Initial 1/1/80 3170 1 CORLETT AVE (N) 132ND ST (W) LITTLETON ST AC E 2 1,163 36 32,087 5/28/24 76 43 30 27 New Construction - Initial 1/1/80 2040 1 NORTHWOOD AVE (S) GREENLEAF BLVD (W) 166TH ST (W) AC E 2 612 27 18,955 4/12/24 76 100 0 0 Slurry Seal 5/1/16 2330 9 POPLAR ST ARANBE AVE (N) OLEANDER AVE (N) AC E 2 685 28 17,677 2/29/24 76 97 0 3 New Construction - Initial 1/1/80 2370 4 REEVE ST ACACIA AVE (S) WILLOWBROOK AVE (S) AC E 2 630 27 16,190 6/12/24 76 98 0 2 New Construction - Initial 1/1/80 3290 6 LAUREL ST (W) WILMINGTON AVE (S) KEMP AVE (S) AAC E 2 331 32 9,853 5/30/24 76 100 0 0 Overlay - AC Structural 6/2/10 2090 2 ORCHARD ST BRADFIELD AVE (N) PANNES AVE (N) AC E 2 791 36 26,355 4/17/24 76 3 97 0 New Construction - Initial 1/1/80 2540 5 SCHOOL ST WILMINGTON AVE (N) PAULSEN AVE (N) AC E 2 535 28 14,399 2/29/24 76 60 40 0 New Construction - Initial 1/1/80 300 14 ACACIA AVE DOUGLAST ST (W) WINONA AVE (W) AC E 2 850 40 30,906 6/4/24 76 52 48 0 New Construction - Initial 1/1/80 90 6 134TH ST (W) BAHAMA AVE (N) CENTRAL AVE (S) AC E 2 522 36 18,252 5/28/24 77 69 0 31 New Construction - Initial 1/1/80 2190 8 PAULSEN AVE (N) ARBUTUS ST (W) SCHOOL ST (W) AC E 2 556 26 14,150 2/29/24 77 38 46 16 New Construction - Initial 1/1/80 300 13 ACACIA AVE ROSECRANS AVE (W) DOUGLAS ST (W) AC E 2 525 40 17,239 6/4/24 77 54 46 0 New Construction - Initial 1/1/80 3090 1 129TH PL (W) GRANDEE AVE (N) END AAC E 2 544 27 15,129 5/29/24 77 9 91 0 Overlay - AC Structural 1/1/21 1000 3 CLYMAR AVE (S) CYPRESS ST (W) ALONDRA BLVD AC E 2 260 32 8,067 4/5/24 77 15 85 0 New Construction - Initial 1/1/80 2320 5 POINSETTIA AVE (S) CYPRESS ST (E) MYRRH ST (E) AC E 2 640 28 17,994 3/7/24 77 92 0 8 New Construction - Initial 1/1/80 2810 10 TICHENOR ST ACACIA AVE (S) WILLOWBROOK AVE (S) AC E 2 635 29 16,789 6/12/24 77 54 46 0 New Construction - Initial 1/1/80 1610 1 JOHNSON ST (E) WILLOWBROOK AVE (S) TAMARIND AVE (S) AC E 2 612 36 15,328 6/12/24 77 43 51 6 New Construction - Initial 1/1/80 950 5 CHERRY ST (W) MATTHISEN AVE (N) ARANBE AVE (N) AC E 2 614 36 15,343 6/18/24 77 90 9 1 New Construction - Initial 1/1/80 510 6 ARBUTUS ST (W) OLEANDER AVE (N) ACACIA AVE (N) AC E 2 913 36 25,152 2/29/24 78 87 13 0 Surface Treatment - Slurry Seal 1/19/16 2240 4 PECK ST VAN NESS AVE (N) LONG BEACH BLVD (N) AC E 2 1,578 30 42,061 6/17/24 78 62 18 20 New Construction - Initial 1/1/80 2360 10 RAYMOND ST TAMARIND AVE (S) ALAMEDA ST (S) AC E 2 710 35 21,627 6/12/24 78 100 0 0 New Construction - Initial 1/1/80 2540 7 SCHOOL ST ARANBE AVE (N) OLEANDER AVE (N) AC E 2 930 28 24,644 2/29/24 78 67 33 0 New Construction - Initial 1/1/80 2830 1 VAN NESS AVE ELM ST (E) ROSECRANS AVE (E) AC E 2 955 29 24,755 6/25/24 78 38 8 54 New Construction - Initial 1/1/80 3130 2 CASTLEGATE AVE (S) CITY LIMITS CALDWELL ST (E) AAC E 2 1,348 36 43,541 6/18/24 78 53 40 7 Overlay - AC Structural 1/18/11 2190 7 PAULSEN AVE (N) SCHOOL ST (W) COMPTON BLVD (W) AC E 2 635 26 16,341 2/29/24 78 61 39 0 New Construction - Initial 1/1/80 980 1 CLEMMER DR (E) TARTAR LN (S) END AC E 2 654 36 16,003 3/7/24 78 33 37 30 New Construction - Initial 1/1/80 2990 3 WILLIAMS AVE ROSECRANS AVE CITY LIMITS (N) AC E 2 75 31 3,881 6/26/24 78 100 0 0 New Construction - Initial 1/1/80 300 15 ACACIA AVE WINONA AVE (W) END (N) AC E 2 230 18 6,905 6/4/24 78 65 35 0 New Construction - Initial 1/1/80 3100 2 ARBUTUS ST (E) END ROSE AVE (N) AC E 2 137 36 2,923 6/10/24 78 80 20 0 New Construction - Initial 1/1/80 900 2 CASWELL AVE (S) 156TH ST (W) CYPRESS ST (W) AAC E 2 1,482 36 41,356 6/3/24 78 32 11 57 Overlay - AC Structural 6/21/16 2040 2 NORTHWOOD AVE (S) 166TH ST (W) CALDWELL ST (W) AC E 2 502 27 15,777 4/12/24 78 86 0 14 Slurry Seal 5/1/16 2330 11 POPLAR ST ACACIA AVE (N) CULVER AVE (N) AC E 2 475 27 13,002 2/29/24 78 51 39 10 New Construction - Initial 1/1/80 3290 2 LAUREL ST (W) OLEANDER AVE (S) BARRON AVE (S) AC E 2 690 32 23,812 6/5/24 78 66 24 10 New Construction - Initial 1/1/80 910 5 CEDAR ST (W) ACACIA AVE (N) CULVER AVE (N) AC E 2 491 36 13,537 2/29/24 78 95 0 5 New Construction - Initial 1/1/80 2040 3 NORTHWOOD AVE (S) CALDWELL ST (W) TICHENOR ST (W) AC E 2 580 27 17,978 4/12/24 78 100 0 0 Slurry Seal 5/1/16 510 5 ARBUTUS ST (W) MATTHISEN AVE (N) OLEANDER AVE (N) AC E 2 1,298 36 34,617 2/29/24 78 71 29 0 Surface Treatment - Slurry Seal 1/19/16 490 2 APRILIA AVE (S) CLAUDE ST (W) ALONDRA BLVD AAC E 2 888 36 24,183 4/16/24 79 14 84 2 Overlay - AC Structural 6/21/16 3000 7 WILLOW AVE ROSECRANS AVE (E) PECK ST (E) AC E 2 655 30 17,154 6/25/24 79 69 31 0 New Construction - Initial 1/1/80

City of Compton, CA
2023-24 Pavement Condition Index (PCI) Report - All Streets Sorted by Rank, PCI Order (0-100)
BranchID Sec iD Name From To Surface Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date 500 7 ARANBE AVE CRESSEY ST (W) CITY LIMITS (N) AC E 2 574 26 14,825 6/18/24 79 66 31 3 New Construction - Initial 1/1/80 300 11 ACACIA AVE ARBUTUS ST (W) CEDAR ST (W) AC E 2 780 33 20,758 6/17/24 79 73 27 0 New Construction - Initial 1/1/80 2360 9 RAYMOND ST WILLOWBROOK AVE (S) TAMARIND AVE (S) AC E 2 590 40 22,334 6/12/24 79 100 0 0 New Construction - Initial 1/1/80 2800 6 THORSON AVE BALES ST (E) SAUNDERS ST (E) AC E 2 840 28 23,061 6/4/24 80 39 61 0 Complete Reconstruction - AC 3/31/20 1560 1 HICKORY AVE (N) ROSECRANS AVE (W) CEDAR ST (W) AC E 2 742 36 25,534 6/17/24 80 74 26 0 Surface Treatment - Slurry Seal 1/19/16 1220 5 DWIGHT AVE (S) ALMOND ST (W) MYRRH ST (W) AC E 2 585 36 18,339 5/30/24 80 39 61 0 Complete Reconstruction - AC 1/1/16 1520 9 HARRIS AVE CITY LIMITS (S) MCMILLAN ST (E) AC E 2 89 26 2,209 6/26/24 80 40 0 60 New Construction - Initial 1/1/80 1520 6 HARRIS AVE LAUREL ST (E) COMPTON BLVD (E) AC E 2 678 30 16,594 4/18/24 80 11 84 5 Complete Reconstruction - AC 5/1/16 320 1 ALAMEDA ST NB END (S) AUTO DR (S) AC I 2 715 33 21,050 6/24/24 80 75 25 0 New Construction - Initial 1/1/80 2740 4 TAMARIND AVE MYRRH ST (E) END (N) AAC E 2 260 40 11,930 6/5/24 80 65 35 0 Overlay - AC Structural 6/2/10 2800 8 THORSON AVE CITY LIMITS (S) MCMILLA ST (E) AC E 2 120 30 4,432 4/17/24 80 66 34 0 New Construction - Initial 1/1/80 3310 2 MAIE AVE (S) 151ST ST (W) END (S) AC E 2 363 33 11,685 6/3/24 80 82 0 18 New Construction - Initial 1/1/80 2320 4 POINSETTIA AVE (S) ALONDRA BLVD (E) CYPRESS ST (E) AC E 2 690 29 17,534 3/7/24 80 100 0 0 New Construction - Initial 1/1/80 1660 2 KEMP AVE (S) ALMOND ST (W) MYRRH ST (W) AC E 2 563 36 16,792 5/30/24 80 22 78 0 Complete Reconstruction - AC 1/1/16 2330 13 POPLAR ST END (E) ROSE AVE (E) AC E 2 106 24 3,033 6/10/24 80 100 0 0 New Construction - Initial 1/1/80 3680 1 HUNSKAER AVE MYRRH ST (E) CITY LIMIT (S) AC E 2 462 15 12,908 6/18/24 81 76 24 0 Surface Treatment - Slurry Seal 12/31/19 2040 4 NORTHWOOD AVE (S) TICHENOR ST (W) ALONDRA BLVD (W) AC E 2 1,210 36 37,939 4/12/24 81 69 31 0 Slurry Seal 5/1/16 140 2 139TH ST (W) WILMINGTON AVE (N) PAULSEN AVE (N) AAC E 2 641 36 19,564 6/18/24 81 41 47 12 Overlay - AC Structural 11/18/11 1280 1 ESSEY AVE (S) CITY LIMITS CYPRESS ST (E) AC E 2 838 32 22,182 4/18/24 81 12 73 15 Complete Reconstruction - AC 5/1/16 2810 9 TICHENOR ST END (W) ACACIA AVE (S) AC E 2 250 36 8,669 6/12/24 81 25 70 5 Slurry Seal 1/1/15 480 1 ANZAC AVE (N) 131ST ST (W) NORD ST (W) AAC E 2 815 36 21,915 6/18/24 81 48 25 27 Overlay - AC Structural 1/18/11 3610 1 CRANE CT MARCELLE ST (E) END (N) AC E 2 383 31 10,795 3/7/24 81 100 0 0 New Construction - Initial 1/1/80 1110 1 CRESSEY ST (W) END (W) END (E) AC E 2 793 36 34,927 6/11/24 81 77 23 0 Surface Treatment - Cape Seal 1/19/16 2010 12 MYRRH ST (E) SAN JOSE AVE (S) HUNSAKER AVE AC E 2 325 30 10,788 6/18/24 81 83 14 3 New Construction - Initial 1/1/80 2210 3 PEACH ST (W) ARANBE AVE (N) END AC E 2 893 28 22,665 6/18/24 81 96 4 0 New Construction - Initial 1/1/80 3330 2 MATTHISEN AVE (S) ALMOND ST (W) LAUREL ST (W) AC E 2 375 30 11,298 6/5/24 81 44 54 2 New Construction - Initial 1/1/80 2020 5 NESTOR AVE (N) 134TH ST (W) 133RD ST (W) AC E 2 571 32 15,193 4/15/24 82 57 40 3 New Construction - Initial 1/1/80 2090 1 ORCHARD ST BULLIS RD (N) BRADFIELD AVE (N) AAC E 2 1,128 36 36,709 4/17/24 82 5 93 2 Overlay - AC Structural 7/14/20 2700 1 STONEACRE AVE GREENLEAF BLVD (E) CALDWELL ST (E) AAC E 2 1,285 36 43,409 6/18/24 82 74 26 0 Slurry Seal 5/1/16 3670 1 SAN JOSE AVE (S) CITY LIMIT (N) MYRRH ST (E) AC E 2 584 28 22,263 6/18/24 82 85 15 0 New Construction - Initial 1/1/80 3120 3 BURRIS AVE (S) MYRRH ST (E) CYPRESS ST (E) AC E 2 640 36 17,110 6/3/24 82 86 14 0 Slurry Seal 1/19/16 2470 2 SAN MARCUS ST BRADFIELD AVE (N) HOLLY AVE (N) AC E 2 660 30 17,555 6/4/24 82 29 69 2 New Construction - Initial 1/1/80 480 3 ANZAC AVE (N) STOCKWELL ST (W) 137TH ST (W) AAC E 2 637 36 18,543 6/18/24 82 48 52 0 Overlay - AC Structural 1/18/11 190 4 152ND ST (W) TAJAUTA AVE (S) MAIE AVE (N) AC E 2 660 36 20,478 6/3/24 82 42 58 0 Complete Reconstruction - AC 3/31/20 3000 4 WILLOW AVE COMPTON BLVD (E) PALMER ST (E) AC E 2 835 31 19,874 6/10/24 82 84 13 3 New Construction - Initial 1/1/80 2000 2 MURIEL AVE (S) CITY LIMITS (N) CITY LIMITS (S) AC E 2 85 36 2,911 6/18/24 83 36 64 0 New Construction - Initial 1/1/80 300 10 ACACIA AVE COMPTON BLVD (W) ARBUTUS ST (W) AC E 2 1,295 33 32,465 6/17/24 83 65 20 15 New Construction - Initial 1/1/80 2150 9 PALMER ST (W) MATTHISEN AVE (N) OLEANDER AVE (N) AC E 2 1,554 27 40,366 2/29/24 83 100 0 0 New Construction - Initial 1/1/80 2990 2 WILLIAMS AVE CITY LIMITS (S) MCMILLIAN ST (E) AC E 2 85 31 3,002 6/26/24 83 100 0 0 New Construction - Initial 1/1/80 3130 3 CASTLEGATE AVE (S) CALDWELL ST (E) ADANA ST (E) AAC E 2 972 36 26,346 6/18/24 83 26 74 0 Slurry Seal 5/1/16 1910 5 MAYO AVE (S) CYPRESS ST (E) MYRRH ST (E) AC E 2 641 28 16,996 6/3/24 84 73 27 0 New Construction - Initial 1/1/80 120 6 137TH ST (W) GRAHAM AVE (N) WILMINGTON AVE (N) AC E 2 927 36 28,493 5/28/24 84 23 68 9 New Construction - Initial 1/1/80 2920 4 WARD AVE LAUREL ST (S) COMPTON BLVD (E) AAC E 2 665 28 16,559 4/18/24 84 3 97 0 Overlay - AC Structural 7/14/20 3470 2 MCKINLEY AVE (N) 139TH ST SAM LITTLETON ST AC E 2 1,176 25 44,919 5/28/24 84 70 29 1 Complete Reconstruction - AC 5/1/16 2690 5 STOCKWELL ST ANZAC AVE (N) END (E) AC E 2 545 54 30,847 5/29/24 85 71 29 0 Complete Reconstruction - AC 3/31/20 2820 5 TUCKER ST VAN NESS AVE (N) LONG BEACH BLVD AAC E 2 1,550 28 42,365 6/17/24 85 46 54 0 Overlay - AC Structural 7/14/20 1740 3 LIME ST (S) CITY LIMIT (S) CITY LIMIT (N) AC E 2 62 34 2,371 6/26/24 85 100 0 0 New Construction - Initial 1/1/80 2000 1 MURIEL AVE (S) ALONDRA BLVD (E) END (S) AAC E 2 831 28 20,851 6/25/24 85 11 38 51 Overlay - AC Structural 12/31/20 820 4 BUTLER AVE (S) CITY LIMITS MCMILLAN ST (E) AC E 2 89 36 2,818 6/26/24 85 100 0 0 New Construction - Initial 1/1/80 2640 1 SPRING AVE COMPTON BLVD (E) PALMER ST (E) AAC E 2 840 24 17,977 6/10/24 85 13 85 2 Overlay - AC Structural 6/13/23 2690 4 STOCKWELL ST WILMINGTON AVE (N) ANZAC AVE (N) AC E 2 295 54 14,518 5/29/24 85 93 7 0 Complete Reconstruction - AC 3/31/20 120 8 137TH ST (W) ANZAC AVE (N) GRAPE AVE (N) AC E 2 248 36 8,716 6/18/24 85 9 91 0 New Construction - Initial 1/1/80 1660 5 KEMP AVE (S) CALDWELL ST (W) EXMOORE AVE (S) AC E 2 1,015 36 28,280 4/12/24 85 2 98 0 New Construction - Initial 1/1/80 860 2 CARLIN AVE (E) ALAMEDA ST (N) CITY LIMITS AC E 2 1,634 34 58,213 6/24/24 85 58 42 0 Complete Reconstruction - AC 3/31/20 1220 4 DWIGHT AVE (S) CALDWELL ST (W) GREENLEAF BLVD (W) AAC E 2 1,137 36 27,967 4/12/24 86 24 76 0 Overlay - AC Structural 7/14/20 3520 2 SAM LITTLETON ST (W) CORLETT AVE (N) MCKINLEY AVE (N) AC E 2 879 26 44,201 5/28/24 86 77 0 23 Complete Reconstruction - AC 5/1/16 2880 1 WALDORF DR CITY LIMITS (S) CITY LIMITS (N) AC E 2 85 28 2,220 6/26/24 86 100 0 0 New Construction - Initial 1/1/80 3190 3 DWIGHT AVE (N) MAPLE ST (W) POPLAR ST AC E 2 742 28 20,906 5/30/24 86 100 0 0 Complete Reconstruction - AC 5/1/16 1760 4 LOCUST AVE (N) SAN VINCENTE ST (E) COMPTON BLVD (E) AC E 2 1,206 32 30,807 6/4/24 86 49 16 35 Complete Reconstruction - AC 3/31/20 800 1 BURRIS AVE (N) ROSECRANS AVE ELM ST (E) AC E 2 964 36 23,991 6/25/24 86 77 23 0 New Construction - Initial 1/1/80

City of Compton, CA
2023-24 Pavement Condition Index (PCI) Report - All Streets Sorted by Rank, PCI Order (0-100)
BranchID Sec iD Name From To Surface Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date 3500 1 CARESS AVE (S) GREENLEAF BLVD CITY LIMIT (N) AC E 2 90 33 2,770 6/18/24 87 65 35 0 New Construction - Initial 1/1/80 400 4 ALMOND ST (W) MATTHISEN AVE (S) BARRON AVE (S) AC E 2 533 36 15,756 6/5/24 87 79 18 3 New Construction - Initial 1/1/80 910 2 CEDAR ST (W) MATTHISEN AVE (N) ARANBE AVE (S) AC E 2 609 36 15,633 2/29/24 87 95 0 5 New Construction - Initial 1/1/80 3690 1 PALM CT OLEANDER AVE (S) CDS (W) AC E 0 231 32 9,800 6/5/24 88 100 0 0 New Construction - Initial 1/1/80 200 1 153RD ST (W) APRILLA AVE (S) AMATHA AVE (S) AC E 2 1,131 36 29,936 4/5/24 88 33 64 3 Complete Reconstruction - AC 1/1/16 1320 2 EXMOOR AVE (S) CALDWELL ST (W) KEMP AVE (S) AC E 2 1,050 30 28,040 4/12/24 88 4 96 0 New Construction - Initial 1/1/80 1950 1 MEALY SY (E) MONA BLVD (N) TAMARIND AVE AC E 2 605 28 17,711 6/4/24 88 87 13 0 New Construction - Initial 1/1/80 2140 1 PALMER ST (E) BRADFIELD AVE (N) END (E) AC E 2 510 30 13,816 6/4/24 88 66 34 0 New Construction - Initial 1/1/80 1520 3 HARRIS AVE ALONDRA BLVD (E) LINSLEY ST (E) AC E 2 670 30 16,419 4/18/24 88 33 67 0 Complete Reconstruction - AC 5/1/16 100 1 135TH ST (W) CENTRAL AVE (N) PARMELEE AVE (N) AC E 2 1,171 36 39,258 4/15/24 88 100 0 0 New Construction - Initial 1/1/80 1190 1 DIANE DR (E) WARD AVE (N) PINE ST (E) AAC E 2 611 36 16,356 4/17/24 88 39 61 0 Overlay - AC Structural 7/14/20 3180 1 CYPRESS ST (W) END (W) APRILIA AVE (S) AC E 2 994 36 27,744 6/3/24 88 55 45 0 Complete Reconstruction - AC 5/1/15 3520 1 SAM LITTLETON ST (W) CENTRAL AVE (N) CORLETT AVE (N) AC E 2 1,069 26 53,843 5/28/24 89 100 0 0 Complete Reconstruction - AC 5/1/16 1130 1 CUZCO ST GREENLEAF BLVD (E) CITY LIMIT (N) AC E 2 91 36 2,971 6/18/24 89 44 56 0 New Construction - Initial 1/1/80 2150 10 PALMER ST (W) OLEANDER AVE (N) ACACIA AVE (N) AC E 2 695 27 17,895 2/29/24 89 100 0 0 New Construction - Initial 1/1/80 490 3 APRILIA AVE (S) ALONDRA BLVD (W) 156TH ST (W) AC E 2 1,738 36 49,270 4/16/24 89 49 51 0 Complete Reconstruction - AC 5/1/15 120 7 137TH ST (W) WILMINGTON AVE (N) ANZAC AVE (N) AC E 2 317 36 7,398 6/18/24 89 15 85 0 New Construction - Initial 1/1/80 3350 1 MYRRH ST (W) DWIGHT AVE (S) KEMP AVE (S) AAC E 2 1,264 36 39,490 5/30/24 90 73 21 6 Overlay - AC Structural 6/21/16 1080 1 CORLETT AVE (S) 156TH ST (W) CYPRESS ST (W) AC E 2 1,295 36 37,153 6/3/24 90 92 0 8 Complete Reconstruction - AC 5/1/15 2280 2 PIXLEY ST PANNES AVE (N) THORSON AVE (N) AC E 2 826 33 19,610 6/4/24 90 39 0 61 Complete Reconstruction - AC 3/31/20 1440 9 GRANDEE AVE EL SEGUNDO BLVD (W) 127TH ST (W) AC E 2 460 28 9,651 5/28/24 90 20 80 0 Complete Reconstruction - AC 3/31/20 2770 1 TAPER AVE CYPRESS ST (W) 156TH ST (W) AAC E 2 1,470 30 43,556 6/3/24 90 45 55 0 Overlay - AC Structural 6/21/16 3410 2 PANNES AVE (S) LAUREL ST (E) MYRRH ST (E) AC E 2 669 32 18,451 4/18/24 90 16 84 0 New Construction - Initial 1/1/80 2330 4 POPLAR ST CLIVEDEN ST DWIGHT AVE (N) AAC E 2 740 32 22,639 5/30/24 90 21 79 0 Overlay - AC Structural 7/14/20 490 4 APRILIA AVE (S) 154TH ST (W) COMPTON BLVD (W) AC E 2 1,250 36 40,074 4/5/24 90 77 23 0 Complete Reconstruction - AC 1/1/17 3650 1 WILMINGTON AVE (FRONTAGE) STOCKWELL ST (W) NORD ST (W) AC E 2 746 24 17,732 5/29/24 90 28 72 0 Complete Reconstruction - AC 3/31/20 2440 1 SALINAS AVE MCKINLEY AVE CITY LIMITS (N) AC E 2 1,210 36 41,262 5/28/24 90 93 0 7 Complete Reconstruction - AC 3/31/20 300 6 ACACIA AVE JOHNSON ST (W) CLAUDE ST (W) AAC E 2 1,018 36 29,830 6/12/24 90 14 86 0 Overlay - AC Structural 7/14/20 3410 1 PANNES AVE (S) COMPTON BLVD (E) LAUREL ST (S) AC E 2 673 32 18,415 4/18/24 91 19 81 0 New Construction - Initial 1/1/80 790 2 BULLIS RD (N) ORCHARD ST (E) PINE ST (E) AC E 2 766 36 38,810 4/17/24 92 100 0 0 New Construction - Initial 1/1/80 2870 2 WADSWORTH AVE CALDWELL ST (W) CLAUDE ST (W) AAC E 2 515 30 14,652 4/16/24 92 4 96 0 Overlay - AC Structural 7/14/20 460 1 AMANTHA AV COMPTON BLVD (W) 152ND ST (W) AC E 2 619 36 19,336 4/5/24 92 100 0 0 Complete Reconstruction - AC 1/1/17 3350 3 MYRRH ST (W) ACACIA AVE (S) PACIFIC ELECTRIC RR AC E 4 704 36 39,660 6/4/24 92 54 46 0 New Construction - Initial 1/1/80 3350 2 MYRRH ST (W) OLEANDER AVE (S) ACACIA AVE (S) AC E 2 661 36 24,376 6/4/24 92 100 0 0 New Construction - Initial 1/1/80 570 2 ATLANTIC DR CALDWELL ST (E) GREENLEAF BLVD (E) AC E 2 1,330 34 35,587 6/18/24 92 72 0 28 Complete Reconstruction - AC 5/1/16 1180 1 DERN AVE (N) 134TH ST (W) 132TH ST (W) AC E 2 973 36 25,470 5/28/24 92 36 64 0 Complete Reconstruction - AC 3/31/20 2280 1 PIXLEY ST ESSEY AVE (N) PANNES AVE (N) AC E 2 648 20 16,161 6/4/24 92 100 0 0 Complete Reconstruction - AC 3/31/20 960 3 CHESTER AVE (S) ALONDRA BLVD (E) MYRRH ST (E) AAC E 2 1,361 36 35,570 6/3/24 93 27 65 8 Overlay - AC Structural 7/14/20 570 1 ATLANTIC DR ATLANTIC AVE (S) CALDWELL ST (E) AC E 2 806 34 21,176 6/18/24 93 41 0 59 Complete Reconstruction - AC 5/1/16 790 5 BULLIS RD (N) QUEENSDALE ST (E) ROSECRANS AVE (E) AC E 2 651 36 30,884 4/17/24 93 63 0 37 New Construction - Initial 1/1/80 1520 4 HARRIS AVE LINSLEY ST (E) MYRRH ST (E) AC E 2 667 30 17,316 4/18/24 93 59 41 0 Complete Reconstruction - AC 5/1/16 790 7 BULLIS RD (N) PATTIE CT (E) COMPTON BLVD (E) AC E 2 1,583 36 81,208 6/17/24 93 70 0 30 New Construction - Initial 1/1/80 790 6 BULLIS RD (N) ROSECRANS AVE (E) PATTIE CT (E) AC E 2 1,123 36 51,075 6/17/24 93 56 0 44 New Construction - Initial 1/1/80 1580 1 HOLLY AVE (N) BALES ST (E) SAN VINCENTE ST (E) AC E 2 323 36 5,839 6/4/24 94 100 0 0 Complete Reconstruction - AC 3/31/20 1090 1 CORYDON ST (W) APRILIA AVE (S) AMANTHA AVE (S) AC E 2 1,103 36 27,755 4/5/24 94 100 0 0 Complete Reconstruction - AC 1/1/16 190 1 152ND ST (W) APRILLA AVE (S) AMANTHA AVE (S) AC E 2 1,128 36 30,782 4/5/24 94 62 38 0 Complete Reconstruction - AC 1/1/16 90 3 134TH ST (W) PARMELEE AVE (N) ELVA AVE (N) AAC E 2 786 36 22,077 4/15/24 94 100 0 0 Overlay - AC Structural 7/14/20 460 2 AMANTHA AV 152ND ST (W) 154TH ST (W) AC E 2 624 36 20,471 4/5/24 94 100 0 0 Complete Reconstruction - AC 1/1/17 60 1 132ND ST (W) SALINAS AVE (N) CENTRAL AVE (N) FRONTAGE RD AAC E 2 1,773 33 58,780 5/28/24 94 77 0 23 Overlay - AC Structural 7/14/20 790 3 BULLIS RD (N) PINE ST (E) TUCKER ST (E) AC E 2 771 36 38,553 4/17/24 94 90 0 10 New Construction - Initial 1/1/80 2480 1 SAN MATEO ST END (W) HARRIS AVE AC E 2 298 27 8,810 6/4/24 95 100 0 0 Complete Reconstruction - AC 3/31/20 2010 11 MYRRH ST (E) CITY LIMITS (W) GIBSON AVE (S) AAC E 2 271 32 8,152 3/7/24 95 100 0 0 Overlay - AC Structural 7/14/20 1270 1 ELVA AV (N) 134TH ST (W) 138TH ST (W) AAC E 2 1,554 28 46,749 4/15/24 95 71 0 29 Overlay - AC Structural 7/14/20 790 1 BULLIS RD (N) CITY LIMITS ORCHARD ST (E) AC E 2 567 36 25,742 4/17/24 95 100 0 0 New Construction - Initial 1/1/80 790 4 BULLIS RD (N) TUCKER ST (E) QUEENSDALE ST (E) AC E 2 631 36 32,425 4/17/24 95 100 0 0 New Construction - Initial 1/1/80 1190 2 DIANE DR (E) BRADFIELD AVE (N) STOCKTON AVE (E) AAC E 2 771 36 20,822 4/17/24 95 22 67 11 Overlay - AC Structural 7/14/20 620 1 BALES ST BRADFIELD AVE (N) HOLLY AVE (N) AC E 2 495 36 12,598 6/4/24 95 100 0 0 Complete Reconstruction - AC 3/31/20 3150 2 CHESTER AVE (N) PALMER ST (E) ELM ST (E) AAC E 2 887 36 20,180 6/25/24 96 31 0 69 Overlay - AC Structural 6/13/23 2520 2 SAUNDERS ST BRADFIELD AVE (N) END (E) AC E 2 480 26 14,715 6/4/24 96 100 0 0 Complete Reconstruction - AC 3/31/20 2930 1 WASHINGTON AVE GREENLEAF BLVD (E) CALDWELL ST (E) AAC E 2 1,320 28 36,927 6/18/24 96 95 0 5 Overlay - AC Structural 6/21/16

City of Compton, CA
2023-24 Pavement Condition Index (PCI) Report - All Streets Sorted by Rank, PCI Order (0-100)
BranchID Sec iD Name From To Surface Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date 2080 3 OLEANDER AVE (S) ALONDRA BLVD (W) GATE AC E 2 213 33 8,269 6/5/24 96 100 0 0 New Construction - Initial 1/1/80 2940 1 WATER WAY END (S) 134TH ST (W) AC E 2 431 36 9,003 4/15/24 96 100 0 0 New Construction - Initial 1/1/80 2470 4 SAN MARCUS ST END (W) HARRIS AVE AC E 2 300 28 8,245 6/4/24 96 100 0 0 Complete Reconstruction - AC 3/31/20 2380 1 RIDDLE AVE 132ND ST (W) 134TH ST (W) AC E 2 955 27 25,374 5/28/24 96 100 0 0 Complete Reconstruction - AC 3/31/20 3000 5 WILLOW AVE PALMER ST (E) ELM ST (E) AAC E 2 775 23 19,607 6/10/24 96 100 0 0 Overlay - AC Structural 6/13/23 3430 2 PEARL AVE (S) MYRRH ST (E) ALONDRA BLVD (E) AAC E 2 1,363 27 37,487 6/3/24 97 100 0 0 Overlay - AC Structural 7/14/20 2520 1 SAUNDERS ST END (W) BRADFIELD AVE (N) AC E 2 270 26 7,211 6/4/24 97 100 0 0 Complete Reconstruction - AC 3/31/20 780 1 BULLIS RD (S) COMPTON BLVD (E) MYRRTH ST (E) AC E 2 1,340 36 49,243 4/18/24 97 72 0 28 New Construction - Initial 1/1/80 680 11 BENNETT ST (E) END (W) WILLOWBROOK AVE (S) AAC E 2 655 40 17,737 6/12/24 97 57 0 43 Overlay - AC Structural 6/13/23 3000 6 WILLOW AVE ELM ST (E) ROSECRANS AVE (E) AAC E 2 954 26 22,204 6/10/24 97 100 0 0 Overlay - AC Structural 6/13/23 780 2 BULLIS RD (S) MYRRH ST (E) CYPRESS ST (E) AC E 2 657 36 22,077 4/18/24 97 60 0 40 New Construction - Initial 1/1/80 2930 2 WASHINGTON AVE CALDWELL ST (E) ALONDRA BLVD (E) AAC E 2 1,330 28 36,507 6/18/24 97 100 0 0 Overlay - AC Structural 6/13/23 780 3 BULLIS RD (S) CYPRESS ST (E) CITY LIMITS AC E 2 847 36 34,949 4/18/24 97 69 0 31 Cape Seal 1/1/15 3390 1 PALM ST (E) WILLOWBROOK AVE (S) ALAMEDA ST (S) AC E 2 1,121 33 29,330 6/5/24 97 100 0 0 New Construction - Initial 1/1/80 1680 2 KILLEN PL (E) BRADFIELD AVE (N) LOCUST AVE (N) AAC E 2 1,250 36 34,579 4/17/24 97 19 0 81 Overlay - AC Structural 3/1/24 70 1 133RD ST (W) CENTRAL AVE (N) PARMELEE AVE (N) AAC E 2 1,179 36 40,897 4/15/24 97 0 100 0 Overlay - AC Structural 1/1/24 120 5 137TH ST (W) GRANDEE AVE (N) GRAHAM AVE (N) AC E 2 292 36 9,309 5/28/24 97 100 0 0 New Construction - Initial 1/1/80 3650 2 WILMINGTON AVE (FRONTAGE) NORD ST (W) 131ST ST (W) AC E 2 815 24 18,584 5/29/24 98 100 0 0 Complete Reconstruction - AC 3/31/20 2720 8 TAJAUTA AVE POPLAR ST (W) SPRUCE ST (W) AAC E 2 950 44 41,113 5/30/24 98 100 0 0 Overlay - AC Structural 7/14/20 2720 9 TAJAUTA AVE SPRUCE ST (W) ROSECRANS AVE (W) AAC E 2 182 49 6,092 5/30/24 98 100 0 0 Overlay - AC Structural 7/14/20 1440 5 GRANDEE AVE 138TH ST (W) 136TH ST (W) AAC E 2 984 34 30,849 5/28/24 98 34 0 66 Overlay - AC Structural 7/14/20 2720 6 TAJAUTA AVE COMPTON BLVD (W) PALMER ST (W) AAC E 2 670 32 21,328 5/30/24 99 100 0 0 Overlay - AC Structural 7/14/20 3260 2 KEENE AVE (S) ALONDRA BLVD (W) 157TH ST (W) AAC E 2 1,058 36 37,678 4/5/24 99 100 0 0 Overlay - AC Structural 6/13/23 2720 7 TAJAUTA AVE PALMER ST (W) POPLAR ST (W) AAC E 2 780 34 25,382 5/30/24 99 100 0 0 Overlay - AC Structural 7/14/20 2030 1 NORD ST (W) WILMINGOTN AVE (N) GRAPE AVE (N) AAC E 2 504 32 12,881 6/18/24 99 100 0 0 Overlay - AC Structural 4/28/20 70 4 133RD ST (W) COMPTON AVE (N) GRANDEE AVE (N) AAC E 2 957 36 24,642 5/29/24 99 100 0 0 Overlay - AC Structural 6/13/23 100 2 135TH ST (W) PARMELEE AVE (N) ELVA AVE (N) AC E 2 955 36 24,387 4/15/24 99 48 0 52 New Construction - Initial 1/1/80 1280 3 ESSEY AVE (S) LAUREL ST (E) COMPTON BLVD (E) AAC E 2 675 32 17,958 4/18/24 99 100 0 0 Overlay - AC Structural 6/13/23 2170 2 PARMELEE AVE (N) PIRU ST (W) 134TH ST (W) AAC E 2 744 32 25,334 4/15/24 99 58 0 42 Overlay - AC Structural 4/6/21 2170 3 PARMELEE AVE (N) 134TH ST (W) 131ST ST (W) AAC E 2 789 32 28,665 4/15/24 99 58 0 42 Overlay - AC Structural 4/6/21 2170 1 PARMELEE AVE (N) END PIRU ST (W) AAC E 2 914 32 28,733 4/15/24 99 58 0 42 Overlay - AC Structural 4/6/21 2600 2 SLATER AVE 134TH PL (W) END (N) AAC E 2 820 36 28,947 5/28/24 99 100 0 0 Overlay - AC Structural 6/13/23 2030 2 NORD ST (W) GRAPE AVE (N) END (E) AAC E 2 327 32 8,401 6/18/24 99 100 0 0 Overlay - AC Structural 4/28/20 1030 3 COMPTON AVE 130TH ST (W) EL SEGUNDO BLVD (W) AAC E 2 790 55 38,601 5/28/24 99 46 0 54 Overlay - AC Structural 1/18/11 2390 6 ROSE AVE LAUREL ST (E) COMPTON BLVD (E) AC E 2 682 36 17,065 6/10/24 99 100 0 0 New Construction - Initial 1/1/80 1440 8 GRANDEE AVE 130TH ST (W) EL SEGUNDO BLVD (W) AAC E 2 792 34 22,159 5/28/24 99 100 0 0 Overlay - AC Structural 7/14/20 1440 6 GRANDEE AVE 136TH ST (W) 133RD ST (W) AAC E 2 828 34 25,956 5/28/24 99 100 0 0 Overlay - AC Structural 7/14/20 1680 1 KILLEN PL (E) ORCHARD ST (E) KILLEN PL (E) AAC E 2 1,071 36 28,423 4/17/24 99 100 0 0 Overlay - AC Structural 7/14/20 2820 7 TUCKER ST BRADFORD AVE (N) PANNES AVE (N) AAC E 2 295 29 8,385 4/17/24 99 100 0 0 Overlay - AC Structural 7/14/20 260 1 159TH ST (W) KEENE AVE (S) CENTRAL AVE (S) AAC E 2 656 36 21,768 4/5/24 100 0 0 100 Overlay - AC Structural 1/1/24 2980 1 WHITEMARSH AVE GREENLEAF BLVD (W) CALDWELL ST (W) AAC E 2 1,150 31 32,477 4/12/24 100 100 0 0 Overlay - AC Structural 6/13/23 70 5 133RD ST (W) GRANDEE AVE (N) WILMINGTON AVE (N) AAC E 2 1,208 36 31,472 5/29/24 100 100 0 0 Overlay - AC Structural 6/13/23 80 2 134TH PL (W) GRANDEE AVE (N) WILMINGTON AVE (N) AAC E 2 1,208 36 32,140 5/29/24 100 100 0 0 Overlay - AC Structural 6/13/23 2170 4 PARMELEE AVE (N) 131ST ST (W) EL SEGUNDO BLVD (W) AAC E 2 1,510 32 51,691 4/15/24 100 100 0 0 Overlay - AC Structural 4/6/21 1440 7 GRANDEE AVE 133RD ST (W) 130TH ST (W) AAC E 2 967 34 30,385 5/28/24 100 100 0 0 Overlay - AC Structural 7/14/20 1030 2 COMPTON AVE 132ND ST (W) 130TH ST (W) AC E 2 645 55 35,025 5/28/24 100 100 0 0 New Construction - Initial 1/1/80 1030 1 COMPTON AVE SLATER AVE (N) 132ND ST (W) AC E 2 805 55 41,082 5/28/24 100 100 0 0 New Construction - Initial 1/1/80 1940 2 MCMILLAN ST BRADFIELD AVE (N) PINE ST (E) AC E 2 982 31 26,765 4/17/24 100 100 0 0 New Construction - Initial 1/1/80 2650 3 SPRUCE ST TAJAUTA AVE (N) BROADACRES AVE (N) AAC E 2 810 36 25,975 5/30/24 100 100 0 0 Overlay - AC Structural 6/13/23 460 3 AMANTHA AV 154TH ST (W) 156TH ST (W) AAC E 2 434 36 12,523 4/5/24 100 0 0 100 Overlay - AC Structural 1/1/24 2650 4 SPRUCE ST BROADACRES AVE (N) DWIGHT AVE (N) AAC E 2 495 36 16,208 5/30/24 100 0 0 100 Overlay - AC Structural 6/13/23 1330 2 EZMIRLIAN ST (E) BULLIS RD (N) PANNES AVE (N) AAC E 2 1,302 28 34,874 4/17/24 100 0 0 100 Overlay - AC Structural 6/13/23 1380 1 GIBSON ST (S) CITY LIMITS McMILLAN ST (E) AAC E 2 616 75 44,208 6/26/24 100 0 0 0 Overlay - AC Structural 3/1/24 360 1 ALBERTSON AVE (S) SPRUCE ST (W) 145TH ST (W) AAC E 2 564 36 15,908 6/3/24 100 0 0 0 Overlay - AC Structural 3/1/24 210 2 154TH ST (W) CASTWELL AVE (S) APRILLA AVE (S) AAC E 2 580 36 20,291 4/5/24 100 0 0 0 Overlay - AC Structural 1/1/24 210 3 154TH ST (W) APRILLA AVE (S) KEENE AVE (S) AAC E 2 988 36 31,856 4/5/24 100 0 0 0 Overlay - AC Structural 1/1/24 210 4 154TH ST (W) KEENE AVE (S) CENTRAL AVE (S) AAC E 2 524 36 16,763 4/5/24 100 0 0 0 Overlay - AC Structural 1/1/24 210 1 154TH ST (W) CITY LIMITS CASTWELL AVE (S) AAC E 2 438 36 14,834 4/5/24 100 0 0 0 Overlay - AC Structural 1/1/24 240 1 157TH ST (W) KEENE AVE (S) AMANTHA AVE (S) AAC E 2 473 36 17,914 4/5/24 100 0 0 0 Overlay - AC Structural 1/1/24 250 1 158TH ST (W) KEENE AVE (S) AMANTHA AVE (S) AAC E 2 483 36 13,254 4/5/24 100 0 0 0 Overlay - AC Structural 1/1/24

City of Compton, CA
2023-24 Pavement Condition Index (PCI) Report - All Streets Sorted by Rank, PCI Order (0-100)
BranchID Sec iD Name From To Surface Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date 30 1 129TH ST (W) GRANDEE AVE (N) END AAC E 2 581 27 15,510 5/29/24 100 0 0 0 Overlay - AC Structural 1/1/24 3280 1 KILLEN CT (E) KILLEN PL (E) END (N) AAC E 2 131 36 5,419 4/17/24 100 0 0 0 Overlay - AC Structural 1/1/24 460 4 AMANTHA AV 156TH ST (W) 159TH ST (W) AAC E 2 728 36 24,214 4/5/24 100 0 0 0 Overlay - AC Structural 1/1/24 50 1 131TH ST (W) CITY LIMITS PARMELEE AVE (N) AAC E 2 1,152 36 41,062 4/15/24 100 0 0 0 Overlay - AC Structural 1/1/24 60 2 132ND ST (W) CENTRAL AVE (S) PARMELEE AVE (N) AAC E 2 1,178 36 40,402 4/15/24 100 0 0 0 Overlay - AC Structural 1/1/24 70 2 133RD ST (W) PARMELEE AVE (N) KALSMAN AVE (N) AAC E 2 516 36 16,489 4/15/24 100 0 0 0 Overlay - AC Structural 1/1/24 1750 1 LINSLEY ST (E) HARRIS AVE (S) CITY LIMITS AAC E 2 328 32 7,672 4/18/24 100 0 0 0 Overlay - AC Structural 6/13/23 2600 1 SLATER AVE 136TH ST (W) 134TH PL (W) AAC E 2 750 49 31,103 5/28/24 100 0 0 0 Overlay - AC Structural 6/13/23 800 2 BURRIS AVE (N) ELM ST (E) PALMER ST (E) AAC E 2 887 36 23,246 6/10/24 100 0 0 0 Overlay - AC Structural 6/13/23 1010 2 COCOA AVE (W) OLEANDER AVE (S) ACACIA AVE (S) AC E 2 656 36 21,095 6/5/24 100 0 0 0 New Construction - Initial 1/1/80 110 1 136TH ST (W) GRAHAM AVE (N) HOLMES AVE (N) AC E 2 294 36 9,791 5/28/24 100 0 0 0 New Construction - Initial 1/1/80 110 5 136TH ST (W) BANDERA AVE WILMINGONT AVE (N) AC E 2 339 36 10,306 5/28/24 100 0 0 0 New Construction - Initial 1/1/80 110 4 136TH ST (W) HOLMES AVE (N) BANDERA AVE AC E 2 277 36 9,567 5/28/24 100 0 0 0 New Construction - Initial 1/1/80 110 2 136TH ST (W) SLATER AVE (N) GRANDE AVE AC E 2 568 36 18,791 5/28/24 100 0 0 0 New Construction - Initial 1/1/80 110 3 136TH ST (W) GRANDE AVE GRAHAM AVE (N) AC E 2 294 36 9,692 5/28/24 100 0 0 0 New Construction - Initial 1/1/80 1390 1 GLADYS ST (E) END (W) WILLOW AVE (S) AC E 2 338 36 9,854 3/7/24 100 0 0 0 New Construction - Initial 1/1/80 2700 3 STONEACRE AVE OLANDA ST CITY LIMITS (N) AC E 2 930 27 25,188 4/17/24 100 0 0 0 New Construction - Initial 1/1/80 3000 3 WILLOW AVE LAUREL ST (E) COMPTON BLVD (E) AC E 2 675 27 17,786 3/7/24 100 0 0 0 New Construction - Initial 1/1/80 3000 2 WILLOW AVE MYRRH ST (E) LAUREL ST (E) AC E 2 670 27 17,238 3/7/24 100 0 0 0 New Construction - Initial 1/1/80 3000 1 WILLOW AVE CALDWELL ST (E) MYRRH ST (E) AC E 2 645 22 14,430 3/7/24 100 0 0 0 New Construction - Initial 1/1/80 3160 2 COCOA ST (E) SANTA FE AVE (S) END AC E 2 226 36 8,426 6/3/24 100 0 0 0 New Construction - Initial 1/1/80 70 3 133RD ST (W) SLATER AVE (N) COMPTON AVE (N) AC E 2 339 36 8,429 5/29/24 100 0 0 0 New Construction - Initial 1/1/80 123.2 19,207,990

City of Compton Page 1
2024 Pavement Management Program
Final Report – July 26, 2024 Section IV

SECTION IV

FORECAST MAINTENANCE & REHABILITATION (FMR) REPORT

A. Projected Annual Budget, Five Year Plan (2024-2029)
City of Compton Page 1
2024 Pavement Management Program
Final Report – July 26, 2024 Section IV

A. FORECAST MAINTENANCE & REHABILITATION (FMR) REPORT

Listed in chronological order by plan year, rank (Arterial/Collector & Local) then alphabetically by street name, this report presents the year and action corresponding to the next scheduled work activity for each segment within the pavement network.

ACTUAL / PROJECTED BUDGET – The Actual budget model was generated for the City to demonstrate how the City’s 5-Year PMP funding allocation performs against the current citywide conditions.

In general sections are chosen first and foremost on available budget; secondly, the square footage of each section plays a large factor. The software initially chooses the draft sections that will increase PCI, sustain PCI or slow PCI deterioration within the budgeted timeframe. Additionally, the types of distress, extents of distress and severities of distress (high, medium, low) also determine how sections are/can be selected.

*All multi -year budget projections include an annual 4% unit cost inflation rate for the term of the budget forecast, as well as a 25% contingency on material costs which typically cover additional project costs for contract administration, design, construction management.

The City of Compton makes all final decisions on what pavement sections are scheduled for improvement and within which fiscal year.

City of Compton, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2024-2029 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec iD Name From To Surface Type Rank Lanes L W Area PCI PCI Pct Climate PCI Pct Load PCI Pct Other Maint. Type Total $ Arterials / Collectors
2024-25 530 1 ARTESIA BLVD EB CENTRAL AVE (S) 1285' E of CENTRAL AVE AC A 2 1,285 24 49,982 39 59 40 1 ARHM $281,399 2024-25 530 2 ARTESIA BLVD EB 1285' E of CENTRAL AVE 2570' E of CENTRAL AVE AC A 2 1,285 24 38,137 44 61 38 1 ARHM $214,711 2024-25 530 3 ARTESIA BLVD EB 2580' E of CENTRAL AVE WILMINGTON AVE (S) AC A 2 1,285 24 46,533 42 50 34 16 ARHM $261,981 2024-25 530 4 ARTESIA BLVD EB WILMINGTON AVE (S) 1850' E of WILMINGTON AC A 2 1,850 24 62,192 31 41 51 8 ARHM $350,141 2024-25 530 6 ARTESIA BLVD EB ACACIA AVE RR TRACK OVERPASS AC A 2 748 22 17,887 48 35 65 0 ARHM $100,704 2024-25 530 7 ARTESIA BLVD EB RR TRACK OVERPASS ALAMEDA ST OVERPASS AC A 2 895 22 29,675 57 37 59 4 ARHM $167,070 2024-25 530 8 ARTESIA BLVD EB ALAMEDA ST OVERPASS SANTA FE AVE AC A 2 570 34 22,409 60 55 45 0 ARHM $126,163 2024-25 540 1 ARTESIA BLVD WB ALAMEDA ST OVERPASS RR TRACKS OVERPASS AC A 4 885 22 22,383 51 29 71 0 ARHM $126,016 2024-25 540 3 ARTESIA BLVD WB AMERICAN DAWN INC WILMINGTON AVE (S) AC A 2 2,003 33 64,943 27 41 57 2 ARHM $365,629 2024-25 1780 1 LONG BEACH BLVD NB CITY LIMITS (S) CALDWELL ST (E) AC A 2 1,373 32 45,022 68 56 41 3 Type II Slurry $39,619 2024-25 1780 2 LONG BEACH BLVD NB CALDWELL ST (E) ALONDRA BLVD (E) AC A 2 1,387 35 49,428 72 47 42 11 Type II Slurry $43,497 2024-25 1780 3 LONG BEACH BLVD NB ALONDRA BLVD (E) MYRRH ST (E) AC A 2 1,363 31 42,531 69 56 32 12 Type II Slurry $37,427 2024-25 1780 4 LONG BEACH BLVD NB MYRRH ST (E) COMPTON BLVD (E) AC A 2 1,330 32 41,533 69 50 34 16 Type II Slurry $36,549 2024-25 1780 5 LONG BEACH BLVD NB COMPTON BLVD (E) ELM ST (E) AC A 2 1,340 31 38,232 71 54 37 9 Type II Slurry $33,644 2024-25 1780 6 LONG BEACH BLVD NB ELM ST (E) ROSECRANS AVE (E) AC A 2 1,360 32 41,843 58 57 27 16 ARHM $235,576 2024-25 1780 7 LONG BEACH BLVD NB ROSECRANS AVE (E) EZMIRLIAN ST (E) AC A 2 1,090 34 33,548 61 64 29 7 ARHM $188,875 2024-25 1780 8 LONG BEACH BLVD NB EZMIRLIAN ST (E) ARLINGTON ST (E) AC A 2 1,066 34 34,931 57 62 20 18 ARHM $196,662 2024-25 1780 9 LONG BEACH BLVD NB ARLINGTON ST (E) CITY LIMITS (N) AC A 2 750 32 24,824 60 62 22 16 ARHM $139,759 2024-25 3510 1 LONG BEACH BLVD SB CITY LIMITS (N) ARLINGTON ST (E) AC A 2 750 31 23,724 53 44 46 10 ARHM $133,566 2024-25 3510 2 LONG BEACH BLVD SB ARLINGTON ST (E) EZMIRLIAN ST (E) AC A 2 1,065 31 35,133 46 53 34 13 ARHM $197,799 2024-25 3510 3 LONG BEACH BLVD SB EZMIRLIAN ST (E) ROSECRANS AVE (E) AC A 2 1,090 31 34,395 53 69 30 1 ARHM $193,644 2024-25 3510 4 LONG BEACH BLVD SB ROSECRANS AVE (E) ELM ST (E) AC A 2 1,360 28 38,806 58 43 32 25 ARHM $218,478 2024-25 3510 5 LONG BEACH BLVD SB ELM ST (E) COMPTON BLVD (E) AC A 2 1,340 28 41,223 62 53 32 15 ARHM $232,085 2024-25 3510 6 LONG BEACH BLVD SB COMPTON BLVD (E) MYRRH ST (E) AC A 2 1,330 28 36,739 64 37 61 2 ARHM $206,841 2024-25 3510 7 LONG BEACH BLVD SB MYRRH ST (E) ALONDRA BLVD (E) AC A 2 1,365 29 40,386 70 56 44 0 Type II Slurry $35,540 2024-25 3510 8 LONG BEACH BLVD SB ALONDRA BLVD (E) CALDWELL ST (E) AC A 2 1,385 34 45,502 67 53 39 8 ARHM $256,176 2024-25 3510 9 LONG BEACH BLVD SB CALDWELL ST (E) CITY LIMITS (S) AC A 2 1,375 34 42,070 70 55 35 10 Type II Slurry $37,022 2024-25 2510 1 SANTA FE AVE NB 91 FWY BRIDGE ARTESIA BLVD (E) AC A 3 240 57 9,396 35 26 69 5 ARHM $52,899 2024-25 2510 2 SANTA FE AVE NB ARTESIA BLVD (S) TARTAR LN (S) AC A 2 1,310 57 48,946 84 73 27 0 Type II Slurry $43,072 2024-25 2500 11 SANTA FE AVE SB AUTO DRIVE (S) ARTESIA BLVD (E) AC A 2 1,180 32 56,491 63 49 51 0 ARHM $318,044 2024-25 2500 12 SANTA FE AVE SB ARTESIA BLVD (E) CITY LIMIT (S) AC A 3 245 42 7,244 38 26 67 7 ARHM $40,784 2024-25 2500 5 SANTA FE AVE SB ELM ST (E) COMPTON BLVD (E) AAC A 2 1,760 36 63,198 78 58 42 0 Type II Slurry $55,614 $4,966,987
2025-26 320 10 ALAMEDA ST NB 1450' N of ROSECRANS PINE ST (E) AC B 2 1,290 46 61,394 53 59 30 11 ARHM $359,769 2025-26 320 11 ALAMEDA ST NB PINE ST (E) CARLIN AVE (E) AC B 2 1,320 48 55,898 83 83 0 17 Type II Slurry $51,426 2025-26 320 12 ALAMEDA ST NB CARLIN AVE (E) BANNING ST (E) AC B 2 1,325 46 60,576 85 70 30 0 Type II Slurry $55,730 2025-26 320 13 ALAMEDA ST NB BANNING ST (E) CITY LIMITS (N) AC B 2 1,570 46 71,726 83 69 25 6 Type II Slurry $65,988 2025-26 320 3 ALAMEDA ST NB GREENLEAF BLVD (E) CALDWELL ST (E) AC B 2 1,454 39 57,600 70 52 36 12 Type II Slurry $52,992 2025-26 320 4 ALAMEDA ST NB CALDWELL ST (E) ALONDRA BLVD (E) AC B 2 1,260 40 47,201 66 41 41 18 ARHM $276,598 2025-26 320 5 ALAMEDA ST NB ALONDRA BLVD (E) MYRRH ST (E) AC B 2 1,365 46 59,612 71 63 29 8 Type II Slurry $54,843 2025-26 320 6 ALAMEDA ST NB MYRRH ST (E) COMPTON BLVD (E) AC B 2 1,356 46 56,334 73 42 39 19 Type II Slurry $51,827 2025-26 320 7 ALAMEDA ST NB COMPTON BLVD (E) ELM ST (E) AC B 2 1,731 46 73,903 76 69 15 16 Type II Slurry $67,991 2025-26 320 8 ALAMEDA ST NB ELM ST (E) ROSECRANS AVE (E) AC B 2 967 46 42,925 43 50 49 1 ARHM $251,541 2025-26 320 9 ALAMEDA ST NB ROSECRANS AVE (E) 1450' N of ROSECRANS AC B 2 1,450 46 61,870 53 45 52 3 ARHM $362,558 2025-26 330 1 ALAMEDA ST SB CITY LIMITS (S) MANVILLE ST (E) AC B 4 397 46 27,717 61 91 5 4 ARHM $162,422 2025-26 330 10 ALAMEDA ST SB ELM ST (E) ROSECRANS AVE (E) AC B 4 971 60 50,119 76 39 18 43 Type II Slurry $46,109 2025-26 330 11 ALAMEDA ST SB ROSECRANS AVE (E) MEALY ST (E) AC B 4 816 58 43,590 66 27 49 24 ARHM $255,437 2025-26 330 12 ALAMEDA ST SB MEALY ST (E) CITY LIMITS (N) AC B 4 1,190 58 63,886 70 45 40 15 Type II Slurry $58,775 2025-26 330 19 ALAMEDA ST SB CITY LIMITS (N) WEBER AVE (E) AC B 4 916 55 52,444 79 42 41 17 Type II Slurry $48,248 2025-26 330 2 ALAMEDA ST SB MANVILLE ST (E) ARTESIA BLVD (E) AC B 4 1,337 46 59,268 53 58 35 7 ARHM $347,310 2025-26 330 3 ALAMEDA ST SB ARTESIA BLVD (E) AUTO DR (S) AC B 4 1,176 46 73,222 64 41 59 0 ARHM $429,081 2025-26 330 4 ALAMEDA ST SB AUTO DR (S) GREENLEAF BLVD (E) AC B 4 1,405 46 84,323 39 24 64 12 ARHM $494,133 2025-26 330 5 ALAMEDA ST SB GREENLEAF BLVD (E) CALDWELL ST (E) AC B 4 1,237 60 68,025 74 31 56 13 Type II Slurry $62,583 2025-26 330 6 ALAMEDA ST SB CALDWELL ST (E) ALONDRA BLVD (E) AC B 4 1,455 60 76,868 74 37 27 36 Type II Slurry $70,719 2025-26 330 7 ALAMEDA ST SB ALONDRA BLVD (E) MYRRH ST (E) AC B 4 1,423 60 71,475 75 39 16 45 Type II Slurry $65,757 2025-26 330 8 ALAMEDA ST SB MYRRH ST (E) COMPTON BLVD (E) AC B 4 1,282 60 69,645 80 35 31 34 Type II Slurry $64,073 2025-26 330 9 ALAMEDA ST SB COMPTON BLVD (E) ELM ST (E) AC B 4 1,731 60 84,251 77 38 25 37 Type II Slurry $77,511 2025-26 560 1 ATLANTIC AVE NB BRIDGE DECK SPORTSMAN DR (S) AC A 2 281 40 7,470 31 53 37 10 ARHM $43,774 2025-26 560 10 ATLANTIC AVE NB BEGIN PCC (300' S/ ALONDRA BLVD) ALONDRA BLVD PCC A 2 310 32 13,281 66 66 5 29 PCC Repair $53,124 2025-26 560 11 ATLANTIC AVE NB ALONDRA BLVD END PCC PCC A 2 87 30 2,544 80 100 0 0 PCC Repair $10,176 2025-26 560 2 ATLANTIC AVE NB SPORTSMAN DR (S) ATLANTIC DR (S) AC A 2 1,336 44 45,894 29 51 37 12 ARHM $268,939

City of Compton, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2024-2029 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec iD Name From To Surface Type Rank Lanes L W Area PCI PCI Pct Climate PCI Pct Load PCI Pct Other Maint. Type Total $ 2025-26 560 3 ATLANTIC AVE NB ATLANTIC DR (S) BEGIN PCC AC A 2 572 34 8,559 32 60 30 10 ARHM $50,156 2025-26 560 4 ATLANTIC AVE NB ALONDRA BLVD (E) CITY LIMITS (N) AC A 2 254 28 4,113 11 36 49 15 AC Recon $63,587 2025-26 560 5 ATLANTIC AVE NB CITY LIMITS (S) SAN VINCENTE ST (E) AC A 2 378 34 13,341 21 28 50 22 AC Recon $206,252 2025-26 560 7 ATLANTIC AVE NB CITY LIMTS (S) ROSECRANS AVE (E) AC A 2 252 34 10,146 33 40 60 0 ARHM $59,456 2025-26 560 8 ATLANTIC AVE NB ROSECRANS AVE (E) CITY LIMIT (N) AC A 2 164 34 4,219 53 100 0 0 ARHM $24,723 2025-26 560 9 ATLANTIC AVE NB CITY LIMITS (S) MCMILLAN ST (E) AC A 2 134 28 3,821 34 67 33 0 ARHM $22,391 2025-26 550 1 ATLANTIC AVE SB MCMILLAN ST (E) CITY LIMITS (S) APC A 2 134 34 2,864 55 36 64 0 ARHM $16,783 2025-26 550 2 ATLANTIC AVE SB CITY LIMITS (N) ROSECRANS AVE (E) AC A 2 164 34 5,582 38 70 30 0 ARHM $32,711 2025-26 550 3 ATLANTIC AVE SB ROSECRANS AVE (E) CITY LIMITS (S) AC A 2 252 34 8,222 55 48 52 0 ARHM $48,181 2025-26 550 4 ATLANTIC AVE SB CITY LIMITS (N) SAN VINCENTE ST (E) AC A 2 393 34 14,216 33 39 44 17 ARHM $83,306 2025-26 550 5 ATLANTIC AVE SB SAN VINCENTE ST (E) CITY LIMITS (S) AC A 2 378 34 12,069 25 41 59 0 ARHM $70,724 2025-26 550 6 ATLANTIC AVE SB CITY LIMITS (N) ALONDRA BLVD (E) AC A 3 254 34 3,429 19 39 44 17 AC Recon $53,012 2025-26 550 7 ATLANTIC AVE SB ALONDRA BLVD (E) ATLANTIC DR (S) AC A 2 572 34 17,358 43 53 44 3 ARHM $101,718 $5,042,434
2026-27 430 15 ALONDRA BLVD EB PANNES AVE (S) 310' E of HARRIS AVE (S) AC C 2 1,443 33 49,602 84 48 52 0 Type II Slurry $47,122 2026-27 430 17 ALONDRA BLVD EB 315' W of ATLANTIC (S) ATLANTIC AVE (S) PCC C 3 315 33 14,421 78 34 23 43 PCC Repair $57,684 2026-27 430 18 ALONDRA BLVD EB ATLANTIC AVE (S) I-710 SB ON RAMP AC C 2 612 30 19,928 69 45 55 0 Type II Slurry $18,932 2026-27 430 19 ALONDRA BLVD EB I-710 SB ON RAMP I-710 OVERPASS AC C 2 380 36 16,576 33 46 54 0 ARHM $100,948 2026-27 430 21 ALONDRA BLVD EB ATLANTIC AVE END PCC PCC C 2 140 30 4,539 61 70 0 30 PCC Repair $18,156 2026-27 450 19 ALONDRA BLVD WB I-710 OVERPASS I-710 SB ON RAMP AC C 2 440 36 16,456 33 29 71 0 ARHM $100,217 2026-27 450 2 ALONDRA BLVD WB LIME AVE (S) ATLANTIC AVE (S) PCC C 4 350 50 12,932 80 54 0 46 PCC Repair $51,728 2026-27 450 21 ALONDRA BLVD WB ATLANTIC AVE END PCC PCC C 2 140 24 5,202 80 45 16 39 PCC Repair $20,808 2026-27 450 9 ALONDRA BLVD WB ALAMEDA ST (S) WILLOWBROOK AVE (S) AC C 2 1,270 34 40,050 52 54 46 0 ARHM $243,905 2026-27 920 1 CENTER AVE (S) GREENLEAF BLVD (W) BENNETT ST (W) AC C 2 517 36 10,534 37 21 70 9 ARHM $64,152 2026-27 920 2 CENTER AVE (S) BENNETT ST (W) CALDWELL ST (W) AC C 2 658 36 12,748 39 17 65 18 ARHM $77,635 2026-27 920 4 CENTER AVE (S) TICHENOR ST (W) ALONDRA BLVD (W) AC C 2 999 20 19,966 26 14 78 8 ARHM $121,593 2026-27 920 5 CENTER AVE (S) ALONDRA BLVD (W) CYPRESS ST (W) AAC C 2 641 36 30,803 58 49 49 2 ARHM $187,590 2026-27 920 6 CENTER AVE (S) CYPRESS ST (W) LAUREL ST (W) AAC C 2 1,108 36 40,434 64 64 36 0 ARHM $246,243 2026-27 930 1 CENTRAL AVE NB CITY LIMITS (S) 91 FWY BRIDGE AC A 2 1,208 36 54,370 24 28 69 3 ARHM $331,113 2026-27 930 2 CENTRAL AVE NB 91 FWY BRIDGE WALNUT ST (W) AC A 2 610 36 23,679 26 40 58 2 ARHM $144,205 2026-27 3490 12 CENTRAL AVE SB WALNUT ST (W) ARTESIA BLVD (W) AC A 3 610 30 23,333 33 46 46 8 ARHM $142,098 2026-27 3490 4 CENTRAL AVE SB 200' N ROSECRANS AVE ROSECRANS AVE (W) PCC A 2 200 35 9,732 67 8 46 46 PCC Repair $38,928 2026-27 1480 1 GREENLEAF BLVD CITY LIMIT (W) NORTHWOOD AVE (S) AC C 2 1,167 48 55,891 20 29 67 4 AC Recon $898,727 2026-27 1480 10 GREENLEAF BLVD LONG BEACH BLVD (S) MURIEL AVE (S) AC C 2 1,271 20 23,896 50 26 74 0 ARHM $145,527 2026-27 1480 11 GREENLEAF BLVD MURIEL AVE (S) BUTLER AVE (S) AC C 2 1,253 20 23,083 51 22 73 5 ARHM $140,575 2026-27 1480 12 GREENLEAF BLVD BUTLER AVE (S) ATLANTIC DR (S) AC C 2 1,223 20 21,235 33 22 70 8 ARHM $129,321 2026-27 1480 2 GREENLEAF BLVD NORTHWOOD AVE (S) GREENLEAF DR AC C 2 1,145 46 54,174 26 33 67 0 ARHM $329,920 2026-27 1480 3 GREENLEAF BLVD GREENLEAF DR WILMINGTON AVE (S) AC C 2 1,085 46 47,815 31 35 64 1 ARHM $291,193 2026-27 1480 4 GREENLEAF BLVD WILMINGTON AVE (S) CENTER AVE (S) AAC C 3 1,310 60 58,295 80 89 10 1 Type II Slurry $55,380 2026-27 1480 5 GREENLEAF BLVD CENTER AVE (S) OLEANDER AVE (S) AAC C 3 1,365 60 64,810 79 84 16 0 Type II Slurry $61,570 2026-27 1480 6 GREENLEAF BLVD OLEANDER AVE (S) WILLOWBROOK AVE (S) AAC C 3 1,345 52 67,552 74 51 49 0 Type II Slurry $64,174 2026-27 1480 7 GREENLEAF BLVD WILLOWBROOK AVE (S) ALAMEDA ST (S) AAC C 3 1,630 60 76,009 76 91 8 1 Type II Slurry $72,209 2026-27 1810 4 MAGNOLIA ST (W) DWIGHT AVE (N) KEMP AVE (N) AC C 2 670 25 16,933 58 66 5 29 ARHM $103,122 2026-27 1810 5 MAGNOLIA ST (W) KEMP AVE (N) WILMINTON AVE (N) AC C 2 657 25 16,249 48 40 26 34 ARHM $98,956 2026-27 1810 6 MAGNOLIA ST (W) PAULSEN AVE (N) MATTHISEN AVE (N) AC C 2 557 32 14,125 74 86 0 14 Type II Slurry $13,419 2026-27 1810 7 MAGNOLIA ST (W) MATTHISEN AVE (N) ARANBE AVE AC C 2 607 32 15,913 76 100 0 0 Type II Slurry $15,117 2026-27 1810 8 MAGNOLIA ST (W) ARANBE AVE (N) OLEANDER AVE (S) AC C 2 945 32 24,707 77 57 26 17 Type II Slurry $23,472 2026-27 1900 1 MATTHISEN AVE (N) COMPTON BLVD (W) SCHOOL ST (W) AC B 2 627 26 15,469 84 92 8 0 Type II Slurry $14,696 2026-27 1900 2 MATTHISEN AVE (N) SCHOOL ST (W) ARBUTUS ST (W) AC B 2 584 26 14,776 85 85 15 0 Type II Slurry $14,037 2026-27 1900 3 MATTHISEN AVE (N) ARBUTUS ST (W) POPLAR ST (W) AC B 2 286 26 7,304 37 28 64 8 ARHM $44,481 2026-27 1900 4 MATTHISEN AVE (N) POPLAR ST (W) SPRUCE ST (W) AC B 2 953 26 32,111 36 42 58 0 ARHM $195,556 2026-27 1900 5 MATTHISEN AVE (N) SPRUCE ST (W) CHERRY ST (W) AC B 2 493 26 11,329 49 36 64 0 ARHM $68,994 2026-27 1900 6 MATTHISEN AVE (N) CHERRY ST (W) CITY LIMITS AC B 2 857 26 22,963 65 100 0 0 ARHM $139,845 $4,933,348
2027-28 840 1 CALDWELL ST (E) WILLOWBROOK AVE (S) ALAMEDA ST (S) AC B 2 1,417 36 37,509 76 58 42 0 Type II Slurry $37,134 2027-28 840 4 CALDWELL ST (E) MAYO AVE (S) BURRIS AVE (S) AC B 2 580 36 16,237 24 29 58 13 ARHM $102,780 2027-28 840 5 CALDWELL ST (E) BURRIS AVE (S) TEMPLE AVE (S) AC B 2 889 36 31,256 45 38 62 0 ARHM $197,850 2027-28 840 6 CALDWELL ST (E) TEMPLE AVE (S) CITY LIMITS AC B 2 545 36 18,515 31 38 52 10 ARHM $117,200 2027-28 830 10 CALDWELL ST (W) OLEANDER AVE (S) END AC B 2 404 36 14,204 44 16 83 1 ARHM $89,911 2027-28 830 11 CALDWELL ST (W) END (W) WILLOWBROOK AVE (S) AC B 2 778 36 27,937 79 66 34 0 Type II Slurry $27,658 2027-28 1040 1 COMPTON BLVD EB CITY LIMITS (W) APRILLA AVE (S) AC A 2 1,170 35 78,472 41 43 56 1 ARHM $496,728 2027-28 1040 13 COMPTON BLVD EB LONG BEACH BLVD (S) BRADFORD AVE (S) AC A 2 1,315 39 47,811 34 44 40 16 ARHM $302,644

City of Compton, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2024-2029 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec iD Name From To Surface Type Rank Lanes L W Area PCI PCI Pct Climate PCI Pct Load PCI Pct Other Maint. Type Total $ 2027-28 1040 14 COMPTON BLVD EB BRADFORD AVE (S) LOCUST AVE (S) AC A 2 945 32 35,541 28 47 42 11 ARHM $224,975 2027-28 1040 15 COMPTON BLVD EB LOCUST AVE (S) HARRIS AVE (S) AC A 2 640 32 18,005 25 46 39 15 ARHM $113,972 2027-28 1040 16 COMPTON BLVD EB HARRIS AVE (S) CITY LIMITS (E) AC A 2 145 32 4,179 28 46 44 10 ARHM $26,453 2027-28 1040 2 COMPTON BLVD EB APRILLA AVE (S) CENTRAL AVE (S) AC A 2 1,320 32 91,479 45 36 48 16 ARHM $579,062 2027-28 1040 3 COMPTON BLVD EB CENTRAL AVE (S) TAJAUTA AVE (S) AC A 2 1,640 32 49,963 69 26 34 40 Type II Slurry $49,463 2027-28 1040 4 COMPTON BLVD EB TAJAUTA AVE (S) DWIGHT AVE (S) AC A 2 1,310 32 40,273 64 28 36 36 ARHM $254,928 2027-28 1040 5 COMPTON BLVD EB DWIGHT AVE (S) WILMINGTON AVE (S) AC A 2 1,310 30 37,741 65 23 53 24 ARHM $238,901 2027-28 1040 55 COMPTON BLVD EB WILLIAMS AVE (E) CITY LIMITS (E) AC A 2 98 38 3,028 19 44 36 20 AC Recon $50,658 2027-28 1040 6 COMPTON BLVD EB WILMINGTON AVE (S) ARANBE AVE (N) AC A 2 1,715 28 43,623 68 45 36 19 Type II Slurry $43,187 2027-28 1040 7 COMPTON BLVD EB ARANBE AVE (N) ACACIA AVE (S) AC A 2 1,625 28 45,197 65 64 31 5 ARHM $286,097 2027-28 1040 8 COMPTON BLVD EB ACACIA AVE (S) WILLOWBROOK AVE (S) AC A 2 670 32 21,431 57 39 54 7 ARHM $135,658 2027-28 1050 1 COMPTON BLVD WB CITY LIMITS (E) WILLIAMS AVE (E) AC A 2 95 38 3,451 24 37 45 18 ARHM $21,845 2027-28 1050 10 COMPTON BLVD WB WILLOWBROOK AVE (N) ACACIA AVE (N) AC A 2 660 26 16,205 76 52 22 26 Type II Slurry $16,043 2027-28 1050 11 COMPTON BLVD WB ACACIA AVE (N) ARANBE AVE (N) AC A 2 1,620 32 44,456 68 53 32 15 Type II Slurry $44,011 2027-28 1050 12 COMPTON BLVD WB ARANBE AVE (N) WILMINGTON AVE (N) AC A 2 1,720 28 49,222 53 46 41 13 ARHM $311,575 2027-28 1050 13 COMPTON BLVD WB WILMINGTON AVE (N) DWIGHT AVE (N) AC A 2 1,310 26 34,776 72 38 43 19 Type II Slurry $34,428 2027-28 1050 14 COMPTON BLVD WB DWIIGHT AVE (N) TAJAUTA AVE (N) AC A 2 1,320 26 31,059 52 31 68 1 ARHM $196,603 2027-28 1050 15 COMPTON BLVD WB TAJAUTA AVE (N) CENTRAL AVE (N) AC A 2 1,640 26 40,375 65 28 66 6 ARHM $255,574 2027-28 1050 2 COMPTON BLVD WB CITY LIMITS (E) HARRIS AVE (S) AC A 2 145 38 4,248 54 38 58 4 ARHM $26,890 2027-28 1050 3 COMPTON BLVD WB HARRIS AVE (S) LOCUST AVE (N) AC A 2 511 28 17,316 25 43 35 22 ARHM $109,610 2027-28 1050 4 COMPTON BLVD WB LOCUST AVE (N) BRADFORD AVE (N) AC A 2 955 32 37,093 27 37 38 25 ARHM $234,799 2027-28 1050 5 COMPTON BLVD WB BRADFORD AVE (N) LONG BEACH BLVD (N) AC A 2 1,310 37 51,014 33 51 41 8 ARHM $322,919 $4,949,556
2028-29 3060 1 WILMINGTON AVE NB VICTORIA AVE (W) ELECTRIC FACILITY AC A 3 1,177 46 47,520 36 32 68 0 ARHM $313,157 2028-29 3060 10 WILMINGTON AVE NB COMPTON BLVD (W) PALMER ST (W) AC A 2 933 36 29,161 33 46 47 7 ARHM $192,171 2028-29 3060 11 WILMINGTON AVE NB PALMER ST (W) POPLAR ST (W) AC A 2 612 32 22,744 34 42 50 8 ARHM $149,883 2028-29 3060 12 WILMINGTON AVE NB POPLAR ST (W) ROSECRANS AVE (W) AC A 2 1,232 33 47,855 31 33 58 9 ARHM $315,364 2028-29 3060 18 WILMINGTON AVE NB EL SEGUNDO BLVD (W) CITY LIMITS (N) AC A 2 583 30 18,194 26 33 63 4 ARHM $119,898 2028-29 3060 2 WILMINGTON AVE NB ELECTRIC FACILITY 91 FWY BRIDGE AC A 2 1,051 42 35,072 30 31 51 18 ARHM $231,124 2028-29 3060 3 WILMINGTON AVE NB 91 FWY BRIDGE WALNUT ST (W) AC A 3 875 36 28,095 30 43 41 16 ARHM $185,146 2028-29 3060 4 WILMINGTON AVE NB WALNUT ST (W) GREENLEAF BLVD (W) AC A 3 1,697 34 60,202 36 39 57 4 ARHM $396,731 2028-29 3060 5 WILMINGTON AVE NB GREENLEAF BLVD (W) CALDWELL ST (W) AC A 2 1,197 28 30,110 45 40 50 10 ARHM $198,425 2028-29 3060 6 WILMINGTON AVE NB CALDWELL ST (W) ALONDRA BLVD (W) AC A 2 1,696 26 44,151 47 45 48 7 ARHM $290,955 2028-29 3060 7 WILMINGTON AVE NB ALONDRA BLVD (W) 156TH ST (W) AC A 2 1,008 36 35,516 30 45 53 2 ARHM $234,050 2028-29 3060 8 WILMINGTON AVE NB 156TH ST (W) LAUREL ST (W) AC A 2 570 36 21,318 39 45 55 0 ARHM $140,486 2028-29 3060 9 WILMINGTON AVE NB LAUREL ST (W) COMPTON BLVD (W) AC A 2 1,156 36 39,690 34 38 62 0 ARHM $261,557 2028-29 3070 1 WILMINGTON AVE SB CITY LIMITS (N) EL SEGUNDO BLVD (W) AC A 2 583 32 21,187 15 29 62 9 AC Recon $368,654 2028-29 3070 10 WILMINGTON AVE SB COMPTON BLVD (W) LAUREL ST (W) AC A 2 1,156 40 39,493 39 42 48 10 ARHM $260,259 2028-29 3070 11 WILMINGTON AVE SB LAUREL ST (W) 156TH ST (W) AC A 2 569 36 19,990 34 43 52 5 ARHM $131,734 2028-29 3070 12 WILMINGTON AVE SB 156TH ST (W) ALONDRA BLVD (W) AC A 2 1,012 36 36,783 29 34 56 10 ARHM $242,400 2028-29 3070 13 WILMINGTON AVE SB ALONDRA BLVD (W) CALDWELL ST (W) AC A 2 1,685 31 53,363 71 61 39 0 Type II Slurry $54,964 2028-29 3070 14 WILMINGTON AVE SB CALDWELL ST (W) GREENLEAF BLVD (W) AC A 2 1,185 32 32,120 44 32 64 4 ARHM $211,671 2028-29 3070 15 WILMINGTON AVE SB GREENLEAF BLVD (W) WALNUT ST (W) AC A 2 1,688 36 60,952 32 49 45 6 ARHM $401,674 2028-29 3070 16 WILMINGTON AVE SB WALNUT ST (W) 91 FWY BRIDGE AC A 3 875 36 25,583 29 54 38 8 ARHM $168,592 2028-29 3070 17 WILMINGTON AVE SB 91 FWY BRIDGE ELECTRIC FACILITY AC A 2 1,051 36 32,397 30 39 50 11 ARHM $213,496 $5,082,392
Locals
2024-25 10 1 127TH PL (W) DALHART AVE (N) GRANDEE AVE (N) AC E 2 865 27 23,135 59 32 68 0 AC Grind-Overlay $89,301 2024-25 10 2 127TH PL (W) GRANDEE AVE (N) 127TH ST (W) AC E 2 575 27 15,789 37 27 73 0 AC Grind-Overlay $60,946 2024-25 20 1 127TH ST (W) KENESAW AVE (N) CITY LIMITS AC E 2 1,173 27 32,115 45 32 68 0 AC Grind-Overlay $123,964 2024-25 50 2 131TH ST (W) SLATER AVE (M) COMPTON AVE (N) AC E 2 497 26 12,922 41 14 86 0 AC Grind-Overlay $49,879 2024-25 50 3 131TH ST (W) COMPTON AVE (N) GRANDEE AVE (N) AC E 2 953 26 24,468 25 45 51 4 AC Grind-Overlay $94,446 2024-25 50 4 131TH ST (W) GRANDEE AVE (N) WILMINGTON AVE (N) AC E 2 1,212 26 31,108 28 48 47 5 AC Grind-Overlay $120,077 2024-25 50 5 131TH ST (W) WILMINGTON AVE (N) END AAC E 2 913 26 24,239 60 23 58 19 AC Grind-Overlay $93,563 2024-25 60 5 132ND ST (W) GRANDEE AVE (N) WILMINGTON AVE (N) AC E 2 1,210 36 31,762 39 10 86 4 AC Grind-Overlay $122,601 2024-25 90 4 134TH ST (W) COMPTON AVE (N) GRANDEE AVE (N) AC E 2 956 36 24,246 62 9 66 25 AC Grind-Overlay $93,590 2024-25 90 6 134TH ST (W) BAHAMA AVE (N) CENTRAL AVE (S) AC E 2 522 36 18,252 77 69 0 31 Type II Slurry $11,499 2024-25 120 6 137TH ST (W) GRAHAM AVE (N) WILMINGTON AVE (N) AC E 2 927 36 28,493 84 23 68 9 Type II Slurry $17,951 2024-25 120 8 137TH ST (W) ANZAC AVE (N) GRAPE AVE (N) AC E 2 248 36 8,716 85 9 91 0 Type II Slurry $5,491 2024-25 120 9 137TH ST (W) GRAPE AVE (N) PAULSEN AVE (N) AC E 2 246 36 6,681 63 5 95 0 AC Grind-Overlay $25,789 2024-25 130 5 138TH ST (W) WILMINTON AVE (N) PAULSEN AVE (N) AC E 2 752 36 23,023 33 23 75 2 AC Grind-Overlay $88,869

City of Compton, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2024-2029 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec iD Name From To Surface Type Rank Lanes L W Area PCI PCI Pct Climate PCI Pct Load PCI Pct Other Maint. Type Total $ 2024-25 140 1 139TH ST (W) KEMP AVE (N) WILMINGTON AVE (N) AC E 2 176 36 3,858 10 26 74 0 AC Recon $57,368 2024-25 140 2 139TH ST (W) WILMINGTON AVE (N) PAULSEN AVE (N) AAC E 2 641 36 19,564 81 41 47 12 Type II Slurry $12,325 2024-25 300 1 ACACIA AVE APRA ST (W) MANVILLE ST (W) AC I 2 775 40 34,584 6 34 60 6 AC Recon $514,264 2024-25 300 10 ACACIA AVE COMPTON BLVD (W) ARBUTUS ST (W) AC E 2 1,295 33 32,465 83 65 20 15 Type II Slurry $20,453 2024-25 300 11 ACACIA AVE ARBUTUS ST (W) CEDAR ST (W) AC E 2 780 33 20,758 79 73 27 0 Type II Slurry $13,078 2024-25 300 12 ACACIA AVE CEDAR ST (W) ROSECRANS AVE (W) AC E 2 765 33 22,427 69 57 39 4 Type II Slurry $14,129 2024-25 300 13 ACACIA AVE ROSECRANS AVE (W) DOUGLAS ST (W) AC E 2 525 40 17,239 77 54 46 0 Type II Slurry $10,861 2024-25 300 14 ACACIA AVE DOUGLAST ST (W) WINONA AVE (W) AC E 2 850 40 30,906 76 52 48 0 Type II Slurry $19,471 2024-25 300 15 ACACIA AVE WINONA AVE (W) END (N) AC E 2 230 18 6,905 78 65 35 0 Type II Slurry $4,350 2024-25 300 3 ACACIA AVE WALNUT ST (W) RR TRACKS AC I 2 710 44 26,201 18 21 79 0 AC Recon $389,609 2024-25 300 4 ACACIA AVE RR TRACKS CAROB ST (W) AC I 2 225 44 8,266 46 33 67 0 AC Grind-Overlay $31,907 2024-25 300 5 ACACIA AVE GREENLEAF BLVD (W) BENNETT ST (W) AAC E 2 515 33 14,658 26 16 78 6 AC Grind-Overlay $56,580 2024-25 480 1 ANZAC AVE (N) 131ST ST (W) NORD ST (W) AAC E 2 815 36 21,915 81 48 25 27 Type II Slurry $13,806 2024-25 480 2 ANZAC AVE (N) NORD ST (W) STOCKWELL ST (W) AAC E 2 742 36 20,245 68 32 43 25 Type II Slurry $12,754 2024-25 480 3 ANZAC AVE (N) STOCKWELL ST (W) 137TH ST (W) AAC E 2 637 36 18,543 82 48 52 0 Type II Slurry $11,682 2024-25 480 4 ANZAC AVE (N) CYPRESS ST (W) END (N) AC E 2 211 39 8,092 61 73 26 1 AC Grind-Overlay $31,235 2024-25 500 1 ARANBE AVE COCOA ST (W) CYPRESS ST (W) AC E 2 265 32 8,876 52 38 62 0 AC Grind-Overlay $34,261 2024-25 500 2 ARANBE AVE CYPRESS ST (W) WINDIGO ST AC E 2 635 34 19,175 48 43 56 1 AC Grind-Overlay $74,016 2024-25 500 3 ARANBE AVE COMPTON BLVD (W) PALMER ST (W) AC E 2 915 26 22,104 64 32 33 35 AC Grind-Overlay $85,321 2024-25 500 4 ARANBE AVE PALMER ST (W) ELM ST (W) AC E 2 813 26 20,375 63 63 0 37 AC Grind-Overlay $78,648 2024-25 500 5 ARANBE AVE ELM ST (W) ROSECRANS AVE (W) AC E 2 930 34 26,630 61 75 16 9 AC Grind-Overlay $102,792 2024-25 500 6 ARANBE AVE ROSECRANS AVE (W) CRESSEY ST (W) AC E 2 722 29 17,162 72 49 48 3 Type II Slurry $10,812 2024-25 500 7 ARANBE AVE CRESSEY ST (W) CITY LIMITS (N) AC E 2 574 26 14,825 79 66 31 3 Type II Slurry $9,340 2024-25 610 1 BAHAMA AVE (N) 132ND ST (N) 134TH ST (N) AC E 2 698 36 16,634 69 23 46 31 Type II Slurry $10,479 2024-25 610 2 BAHAMA AVE (N) 134TH ST (W) LITTLETON ST AC E 2 344 36 9,114 68 28 46 26 Type II Slurry $5,742 2024-25 630 1 BANDERA ST STOCKWELL ST (W) 136TH ST (W) AC E 2 375 36 9,786 56 28 43 29 AC Grind-Overlay $37,774 2024-25 670 1 BELHAVEN AV 132ND ST (W) KEENE AVE (N) AC E 2 933 36 24,779 69 39 31 30 Type II Slurry $15,611 2024-25 710 1 BLISS ST (W) PAULSEN AVE (N) END AC E 2 89 36 1,913 16 3 97 0 AC Recon $28,446 2024-25 940 1 CENTRAL AVE FRONTAGE SAM LITTLETON ST 134TH ST (W) AC E 2 540 28 14,270 27 21 66 13 AC Grind-Overlay $55,082 2024-25 940 2 CENTRAL AVE FRONTAGE 134TH ST (W) 132ND ST (W) AC E 2 628 28 16,745 16 13 75 12 AC Recon $248,998 2024-25 940 3 CENTRAL AVE FRONTAGE 132ND ST (W) CITY LIMITS (N) AC E 2 134 28 2,708 10 9 81 10 AC Recon $40,268 2024-25 940 4 CENTRAL AVE FRONTAGE CITY LIMIT (S) PIRU ST (W) AC E 2 921 27 23,004 9 10 86 4 AC Recon $342,069 2024-25 940 5 CENTRAL AVE FRONTAGE 154TH ST CDS (N) AC E 2 710 26 19,365 60 51 49 0 AC Grind-Overlay $74,749 2024-25 950 1 CHERRY ST (W) END (W) KEMP AVE (N) AC E 2 433 36 11,069 14 8 80 12 AC Recon $164,596 2024-25 950 2 CHERRY ST (W) KEMP AVE (N) WILMNGTON AVE (N) AAC E 2 648 36 15,424 56 26 72 2 AC Grind-Overlay $59,537 2024-25 950 3 CHERRY ST (W) WILMINGTON AVE (N) PAULSEN AVE (N) AC E 2 574 36 13,387 72 72 13 15 Type II Slurry $8,434 2024-25 950 4 CHERRY ST (W) PAULSEN AVE (N) MATTHISEN AVE (N) AC E 2 564 36 14,096 75 88 10 2 Type II Slurry $8,880 2024-25 950 5 CHERRY ST (W) MATTHISEN AVE (N) ARANBE AVE (N) AC E 2 614 36 15,343 77 90 9 1 Type II Slurry $9,666 2024-25 950 6 CHERRY ST (W) ARANBE AVE (N) OLEANDER AVE (N) AC E 2 688 36 17,420 69 64 34 2 Type II Slurry $10,975 2024-25 3170 1 CORLETT AVE (N) 132ND ST (W) LITTLETON ST AC E 2 1,163 36 32,087 76 43 30 27 Type II Slurry $20,215 2024-25 1110 1 CRESSEY ST (W) END (W) END (E) AC E 2 793 36 34,927 81 77 23 0 Type II Slurry $22,004 2024-25 1110 2 CRESSEY ST (W) END (W) KEMP AVE (N) AC E 2 507 36 12,639 12 10 86 4 AC Recon $187,942 2024-25 1110 3 CRESSEY ST (W) KEMP AVE (N) WILMINGTON AVE (N) AAC E 2 654 36 15,265 34 13 84 3 AC Grind-Overlay $58,923 2024-25 1110 4 CRESSEY ST (W) WILMINGTON AVE (N) PAULSEN AVE (N) AC E 2 582 36 14,053 71 74 6 20 Type II Slurry $8,853 2024-25 1110 5 CRESSEY ST (W) PAULSEN AVE (N) MATTHISEN AVE (N) AC E 2 570 36 13,864 71 91 7 2 Type II Slurry $8,734 2024-25 1110 6 CRESSEY ST (W) MATTHISEN AVE (N) ARANBE AVE (N) AC E 2 611 36 15,134 65 80 19 1 AC Grind-Overlay $58,417 2024-25 1110 7 CRESSEY ST (W) ARANBE AVE (N) END (E) AC E 2 903 36 22,439 65 83 17 0 AC Grind-Overlay $86,615 2024-25 1120 1 CULVER AVE (N) CITY LIMITS WINONA ST (W) AC E 2 278 36 9,938 74 59 39 2 Type II Slurry $6,261 2024-25 1120 2 CULVER AVE (N) WINONA ST (W) DOUGLAS ST (W) AC E 2 857 36 31,444 62 35 65 0 AC Grind-Overlay $121,374 2024-25 1120 3 CULVER AVE (N) DOUGLAS ST (W) ROSECRANS AVE (W) AC E 2 679 36 24,206 47 25 75 0 AC Grind-Overlay $93,435 2024-25 1120 4 CULVER AVE (N) ROSECRANS AVE (E) CEDAR AVE (N) AC E 2 747 36 20,917 39 35 65 0 AC Grind-Overlay $80,740 2024-25 1120 7 CULVER AVE (N) SCHOOL ST (W) COMPTON BLVD (W) AC E 2 578 36 15,414 61 56 36 8 AC Grind-Overlay $59,498 2024-25 2190 1 PAULSEN AVE (N) 131ST ST (W) NORD ST (W) AAC E 2 790 28 21,872 51 15 85 0 AC Grind-Overlay $84,426 2024-25 2190 2 PAULSEN AVE (N) NORD ST (W) STOCKWELL ST (W) AAC E 2 734 28 20,522 44 12 88 0 AC Grind-Overlay $79,215 2024-25 2190 3 PAULSEN AVE (N) STOCKWELL ST (W) 138TH ST (W) AAC E 2 888 28 26,435 66 16 84 0 AC Grind-Overlay $102,039 2024-25 2190 4 PAULSEN AVE (N) 138TH ST (W) CHERRY ST (W) AC E 2 978 28 25,721 56 69 30 1 AC Grind-Overlay $99,283 2024-25 2190 5 PAULSEN AVE (N) CHERRY ST (W) SPRUCE ST (W) AC E 2 492 28 10,553 66 69 31 0 AC Grind-Overlay $40,735 2024-25 2190 6 PAULSEN AVE (N) POPLAR ST (W) ARBUTUS ST (W) AC E 2 260 26 6,780 60 37 63 0 AC Grind-Overlay $26,171 2024-25 2190 7 PAULSEN AVE (N) SCHOOL ST (W) COMPTON BLVD (W) AC E 2 635 26 16,341 78 61 39 0 Type II Slurry $10,295 2024-25 2190 8 PAULSEN AVE (N) ARBUTUS ST (W) SCHOOL ST (W) AC E 2 556 26 14,150 77 38 46 16 Type II Slurry $8,915 2024-25 3420 1 PAULSEN AVE (S) PALM ST (W) ALMOND ST (W) AC E 2 577 28 17,652 71 99 0 1 Type II Slurry $11,121 $5,003,542

City of Compton, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2024-2029 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec iD Name From To Surface Type Rank Lanes L W Area PCI PCI Pct Climate PCI Pct Load PCI Pct Other Maint. Type Total $ 2025-26 40 1 130TH ST (W) SLATER AVE (N) COMPTON AVE (N) AC E 2 570 36 18,953 13 13 87 0 AC Recon $293,013 2025-26 40 4 130TH ST (W) WILLMINGTON AVE (N) CITY LIMITS AC E 2 225 26 5,694 7 39 46 15 AC Recon $88,029 2025-26 3480 1 ACACIA CT ACACIA AVE (S) END (W) AC I 2 285 40 13,674 52 48 52 0 AC Grind-Overlay $54,833 2025-26 310 1 ADANA ST (E) BUTLER AVE (S) STONEACRE AVE (S) AAC E 2 520 36 13,687 63 22 78 0 AC Grind-Overlay $54,885 2025-26 320 1 ALAMEDA ST NB END (S) AUTO DR (S) AC I 2 715 33 21,050 80 75 25 0 Type II Slurry $13,893 2025-26 320 2 ALAMEDA ST NB AUTO DR (S) GREENLEAF BLVD (E) AC I 2 1,395 42 49,826 70 60 30 10 Type II Slurry $32,885 2025-26 370 1 ALHAMBRA AVE POPPY AVE (N) ARLINGTON ST (E) AC E 2 951 16 15,884 34 36 63 1 AC Grind-Overlay $63,695 2025-26 370 2 ALHAMBRA AVE ARLINGTON ST (E) END (N) AC E 2 911 14 12,507 17 34 54 12 AC Recon $193,358 2025-26 3450 1 ALLEY SAN MARCUS END (W) CITY LIMITS (E) AC O 1 1,240 15 11,745 42 61 32 7 AC Grind-Overlay $47,097 2025-26 400 1 ALMOND ST (W) DWIGHT AVE (S) DWIGHT AVE (N) AC E 2 287 36 9,321 67 39 61 0 AC Grind-Overlay $37,377 2025-26 400 2 ALMOND ST (W) DWIGHT AVE (N) KEMP AVE (S) AAC E 2 986 36 30,512 56 17 83 0 AC Grind-Overlay $122,353 2025-26 400 3 ALMOND ST (W) GRAPE AVE (S) SHERER PL (S) AC E 2 742 36 23,315 49 36 64 0 AC Grind-Overlay $93,493 2025-26 400 4 ALMOND ST (W) MATTHISEN AVE (S) BARRON AVE (S) AC E 2 533 36 15,756 87 79 18 3 Type II Slurry $10,399 2025-26 400 5 ALMOND ST (W) BARRON ST (S) OLEANDER AVE (N) AC E 2 691 36 24,185 68 72 27 1 Type II Slurry $15,962 2025-26 400 6 ALMOND ST (W) OLEANDER AVE (N) END AC E 2 598 36 21,622 46 23 66 11 AC Grind-Overlay $86,704 2025-26 680 1 BENNETT ST (E) WILLOWBROOK AVE (S) ALAMEDA ST (S) AC E 2 1,466 36 37,416 65 46 52 2 AC Grind-Overlay $150,038 2025-26 680 10 BENNETT ST (E) OLEANDER AVE (S) ACACIA AVE (S) AC E 2 652 40 21,375 53 38 62 0 AC Grind-Overlay $85,714 2025-26 680 2 BENNETT ST (E) CHESTER AVE (S) BURRIS AVE (S) AC E 2 1,149 36 30,850 15 22 68 10 AC Recon $476,941 2025-26 680 3 BENNETT ST (E) BURRIS AVE (S) CITY LIMITS AC E 2 1,629 36 42,941 18 23 62 15 AC Recon $663,868 2025-26 680 4 BENNETT ST (E) MCKINLEY AVE WADSWORTH AVE (S) AC E 2 1,285 38 43,275 32 28 68 4 AC Grind-Overlay $173,533 2025-26 680 8 BENNETT ST (E) WILMINGTON AVE (S) CENTER AVE (S) AC E 2 1,280 30 38,239 34 26 47 27 AC Grind-Overlay $153,338 2025-26 680 9 BENNETT ST (E) CENTER AVE (S) OLEANDER AVE (S) AC E 2 1,355 32 43,764 45 37 48 15 AC Grind-Overlay $175,494 2025-26 980 1 CLEMMER DR (E) TARTAR LN (S) END AC E 2 654 36 16,003 78 33 37 30 Type II Slurry $10,562 2025-26 1000 2 CLYMAR AVE (S) 156TH ST (W) CYPRESS ST (W) AAC E 2 1,483 36 41,593 73 19 39 42 Type II Slurry $27,451 2025-26 1000 3 CLYMAR AVE (S) CYPRESS ST (W) ALONDRA BLVD AC E 2 260 32 8,067 77 15 85 0 Type II Slurry $5,324 2025-26 1000 4 CLYMAR AVE (S) ALONDRA BLVD CLAUDE ST (W) AC E 2 785 30 23,280 43 44 56 0 AC Grind-Overlay $93,353 2025-26 1260 1 ELM ST (E) WILLOWBROOK AVE (N) TAMARIND AVE (N) AC E 2 694 25 17,001 74 75 25 0 Type II Slurry $11,221 2025-26 1260 2 ELM ST (E) TAMARIND AVE (N) ALAMEDA ST (N) AC E 2 543 25 9,131 39 39 59 2 AC Grind-Overlay $36,615 2025-26 1260 3 ELM ST (E) ALAMEDA ST (N) ROSS AVE (N) AC E 2 407 25 9,260 38 37 44 19 AC Grind-Overlay $37,133 2025-26 1260 4 ELM ST (E) ROSE AVE (N) SANTA FE AVE (N) AC E 2 955 26 21,050 55 60 39 1 AC Grind-Overlay $84,411 2025-26 1260 5 ELM ST (E) SANTA FE AVE (N) BURRIS AVE (N) AC E 2 1,289 26 33,163 52 38 52 10 AC Grind-Overlay $132,984 2025-26 1260 6 ELM ST (E) BURRIS AVE (N) LONG BEACH BLVD (N) AC E 2 1,084 26 25,863 29 30 66 4 AC Grind-Overlay $103,711 2025-26 3200 1 ELM ST (W) DWIGHT AVE (N) PACIFIC AVE (W) AC E 2 590 25 15,064 55 49 51 0 AC Grind-Overlay $60,407 2025-26 3200 2 ELM ST (W) WILMINGTON AVE (N) END AC E 2 573 25 13,955 15 21 68 11 AC Recon $215,744 2025-26 3200 3 ELM ST (W) MATTHISEN AVE (N) OLEANDER AVE (N) AC E 2 1,303 25 33,635 70 60 32 8 Type II Slurry $22,199 2025-26 3200 4 ELM ST (W) OLEANDER AVE (N) WILLOWBROOK AVE (N) AC E 2 1,577 25 40,319 54 65 30 5 AC Grind-Overlay $161,679 2025-26 3300 1 LOCUST AVE (S) COMPTON BLVD (E) MYRRH ST (E) AC E 2 1,343 25 33,024 39 54 46 0 AC Grind-Overlay $132,426 2025-26 2040 1 NORTHWOOD AVE (S) GREENLEAF BLVD (W) 166TH ST (W) AC E 2 612 27 18,955 76 100 0 0 Type II Slurry $12,510 2025-26 2040 2 NORTHWOOD AVE (S) 166TH ST (W) CALDWELL ST (W) AC E 2 502 27 15,777 78 86 0 14 Type II Slurry $10,413 2025-26 2040 3 NORTHWOOD AVE (S) CALDWELL ST (W) TICHENOR ST (W) AC E 2 580 27 17,978 78 100 0 0 Type II Slurry $11,865 2025-26 2040 4 NORTHWOOD AVE (S) TICHENOR ST (W) ALONDRA BLVD (W) AC E 2 1,210 36 37,939 81 69 31 0 Type II Slurry $25,040 2025-26 2040 5 NORTHWOOD AVE (S) 156TH ST (W) LAUREL ST (W) AC E 2 568 33 16,222 50 35 56 9 AC Grind-Overlay $65,050 2025-26 2310 1 POINSETTIA AVE (N) COMPTON BLVD (E) PALMER ST (E) AC E 2 847 31 20,649 47 53 46 1 AC Grind-Overlay $82,802 2025-26 2310 2 POINSETTIA AVE (N) PALMER ST (E) ELM ST (E) AC E 2 886 28 22,625 48 66 34 0 AC Grind-Overlay $90,726 2025-26 2310 3 POINSETTIA AVE (N) ELM ST (E) ROSECRANS AVE (E) AC E 2 970 27 24,703 34 58 37 5 AC Grind-Overlay $99,059 2025-26 2320 1 POINSETTIA AVE (S) BENNETT ST (E) CALDWELL ST (E) AC E 2 719 35 19,099 35 30 54 16 AC Grind-Overlay $76,587 2025-26 2320 2 POINSETTIA AVE (S) CALDWELL ST (E) MARCELLA ST (E) AC E 2 530 35 16,610 69 88 12 0 Type II Slurry $10,963 2025-26 2320 3 POINSETTIA AVE (S) MARCELLA ST (E) ALONDRA BLVD (E) AC E 2 810 35 25,335 65 30 40 30 AC Grind-Overlay $101,593 2025-26 2320 4 POINSETTIA AVE (S) ALONDRA BLVD (E) CYPRESS ST (E) AC E 2 690 29 17,534 80 100 0 0 Type II Slurry $11,572 2025-26 2320 5 POINSETTIA AVE (S) CYPRESS ST (E) MYRRH ST (E) AC E 2 640 28 17,994 77 92 0 8 Type II Slurry $11,876 2025-26 2320 6 POINSETTIA AVE (S) MYRRH ST (E) LAUREL ST (E) AC E 2 655 32 18,970 64 75 19 6 AC Grind-Overlay $76,070 2025-26 2320 7 POINSETTIA AVE (S) LAUREL ST (E) COMPTON BLVD (E) AC E 2 674 30 18,424 57 72 8 20 AC Grind-Overlay $73,880 $4,982,130
2024-25 110 7 136TH ST (W) CENTRAL AVE (N) PARMELEE AVE (N) AC E 2 1,096 36 31,330 10 3 94 3 AC Recon $503,786 2026-27 1100 1 CRANE AVE (N) ROSECRANS AVE (E) ELM ST (E) AAC E 1 968 17 14,963 65 33 67 0 AC Grind-Overlay $62,396 2026-27 1100 2 CRANE AVE (N) ELM ST (E) PALMER ST (E) AAC E 1 894 17 14,580 64 47 50 3 AC Grind-Overlay $60,799 2026-27 1100 3 CRANE AVE (N) PALMER ST (E) COMPTON BLVD (E) AAC E 1 842 17 13,846 67 59 13 28 AC Grind-Overlay $57,738 2026-27 1100 4 CRANE AVE (N) ALONDRA BLVD (E) MYRRH ST (E) AAC E 2 1,363 27 35,593 63 73 26 1 AC Grind-Overlay $148,423 2026-27 3610 1 CRANE CT MARCELLE ST (E) END (N) AC E 2 383 31 10,795 81 100 0 0 Type II Slurry $7,341 2026-27 3610 2 CRANE CT MARCELLE ST END PCC PCC E 2 93 31 2,276 24 21 60 19 PCC Repair $9,104 2025-26 1260 7 ELM ST (E) LONG BEACH BLVD (N) BULLIS RD (N) AC E 2 421 30 10,151 9 30 42 28 AC Recon $163,228 2026-27 1430 1 GRAHAM AVE (N) STOCKWELL ST (W) 137TH ST (W) AC E 2 671 36 17,636 15 16 74 10 AC Recon $283,587

City of Compton, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2024-2029 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec iD Name From To Surface Type Rank Lanes L W Area PCI PCI Pct Climate PCI Pct Load PCI Pct Other Maint. Type Total $ 2026-27 1440 1 GRANDEE AVE BENNETT ST (W) CALDWELL ST (W) AC E 2 948 34 30,357 21 12 88 0 AC Recon $488,141 2026-27 1440 2 GRANDEE AVE CALDWELL ST (W) END (N) AC E 2 250 34 9,205 19 15 84 1 AC Recon $148,016 2026-27 1440 3 GRANDEE AVE REEVE ST (W) ALONDRA BLVD (W) AC E 2 562 34 19,472 30 40 55 5 AC Grind-Overlay $81,198 2026-27 1440 4 GRANDEE AVE POPLAR ST (W) SPRUCE ST (W) AC E 2 982 29 25,364 20 5 95 0 AC Recon $407,853 2026-27 1450 1 GRAPE AVE (N) 131ST ST (W) NORD ST (W) AAC E 2 817 36 21,920 62 24 62 14 AC Grind-Overlay $91,406 2026-27 1450 2 GRAPE AVE (N) NORD ST (W) STOCKWELL ST (W) AAC E 2 738 36 20,019 72 31 49 20 Type II Slurry $13,613 2026-27 1450 3 GRAPE AVE (N) STOCKWELL ST (W) 137TH ST (W) AAC E 2 639 36 17,324 66 31 69 0 AC Grind-Overlay $72,241 2026-27 1450 4 GRAPE AVE (N) PALM ST (W) ALMOND ST (W) AC E 2 580 36 18,068 49 41 57 2 AC Grind-Overlay $75,344 2026-27 1450 5 GRAPE AVE (N) CYPRESS ST (W) END (N) AC E 2 150 36 6,380 63 86 0 14 AC Grind-Overlay $26,605 2026-27 2070 1 OLEANDER AVE (N) COMPTON BLVD (W) SCHOOL ST (W) AC E 2 618 28 14,780 66 73 27 0 AC Grind-Overlay $61,633 2026-27 2070 2 OLEANDER AVE (N) SCHOOL ST (W) ARBUTUS ST (W) AC E 2 579 28 15,070 69 100 0 0 Type II Slurry $10,248 2026-27 2070 3 OLEANDER AVE (N) ARBUTUS ST (W) CEDAR ST (W) AC E 2 757 28 19,085 46 52 47 1 AC Grind-Overlay $79,584 2026-27 2070 4 OLEANDER AVE (N) CEDAR ST (W) ROSECRANS AVE (W) AC E 2 737 28 17,883 37 38 62 0 AC Grind-Overlay $74,572 2026-27 2070 5 OLEANDER AVE (N) ROSECRANS AVE (W) CRESSEY ST (W) AC E 2 726 28 18,121 69 88 12 0 Type II Slurry $12,322 2026-27 2070 6 OLEANDER AVE (N) CRESSEY ST (W) CITY LIMITS AC E 2 806 28 19,498 53 94 6 0 AC Grind-Overlay $81,307 2026-27 2080 1 OLEANDER AVE (S) COMPTON BLVD (W) ALMOND ST (W) AC E 2 672 33 20,602 51 46 12 42 AC Grind-Overlay $85,910 2026-27 2080 2 OLEANDER AVE (S) ALMOND ST (W) MYRRH ST ( W) AC E 2 698 33 24,479 65 62 23 15 AC Grind-Overlay $102,077 2026-27 2080 4 OLEANDER AVE (S) ALONDRA BLVD (W) REEVE ST (W) AC E 2 659 33 18,797 38 42 53 5 AC Grind-Overlay $78,383 2026-27 2080 5 OLEANDER AVE (S) REEVE ST (W) CALDWELL ST (W) AC E 2 928 33 25,317 54 44 53 3 AC Grind-Overlay $105,572 2026-27 2080 6 OLEANDER AVE (S) CALDWELL ST (W) BENNETT ST (W) AC E 2 659 36 19,613 65 20 54 26 AC Grind-Overlay $81,786 2026-27 2080 7 OLEANDER AVE (S) BENNETT ST (W) GREENLEAF BLVD (W) AC E 2 515 36 15,003 74 31 23 46 Type II Slurry $10,202 2026-27 2290 1 PLAZA DR GREENLEAF BLVD (E) GATEWAY DR AC E 2 202 36 7,099 76 38 43 19 Type II Slurry $4,827 2026-27 2300 1 PLUM ST KEMP AVE (N) WILMINGTON AVE (N) AAC E 2 654 27 15,226 28 16 84 0 AC Grind-Overlay $63,492 2026-27 2300 2 PLUM ST WILMINGTON AVE (N) PAULSEN AVE (N) AC E 2 567 28 13,948 63 55 30 15 AC Grind-Overlay $58,163 2026-27 2300 3 PLUM ST PAULSEN AVE (N) MATTHISEN AVE (N) AC E 2 567 28 14,050 73 96 4 0 Type II Slurry $9,554 2026-27 2300 4 PLUM ST MATTHISEN AVE (N) ARANBE AVE (S) AC E 2 614 28 15,498 70 97 0 3 Type II Slurry $10,539 2026-27 2300 5 PLUM ST ARANBE AVE (N) OLEANDER AVE (N) AC E 2 685 28 17,263 68 87 11 2 Type II Slurry $11,739 2026-27 2470 1 SAN MARCUS ST END (W) BRADFIELD AVE (N) AC E 2 450 29 13,648 73 45 54 1 Type II Slurry $9,281 2026-27 2470 2 SAN MARCUS ST BRADFIELD AVE (N) HOLLY AVE (N) AC E 2 660 30 17,555 82 29 69 2 Type II Slurry $11,937 2026-27 2470 3 SAN MARCUS ST HOLLY AVE (N) END (W) AC E 2 130 31 4,447 40 31 68 1 AC Grind-Overlay $18,544 2026-27 2490 1 SAN VINCENTE ST END (W) BRADFIELD AVE (N) AC E 2 445 28 14,013 65 45 54 1 AC Grind-Overlay $58,434 2026-27 2490 2 SAN VINCENTE ST BRADFIELD AVE (N) HOLLY AVE (N) AC E 2 485 28 25,873 34 31 68 1 AC Grind-Overlay $107,890 2026-27 2490 4 SAN VINCENTE ST CITY LIMITS w/o ATLANTIC ATLANTIC AVE (S) AC E 2 100 39 3,714 60 40 60 0 AC Grind-Overlay $15,487 2026-27 2490 5 SAN VINCENTE ST ATLANTIC AVE (S) CITY LIMITS e/o ATLANTIC AC E 2 120 39 4,583 8 10 82 8 AC Recon $73,695 2026-27 2490 6 SAN VINCENTE ST WILLIAMS AVE (S) CITY LIMIT (E) AC E 2 95 36 3,534 54 44 56 0 AC Grind-Overlay $14,737 2026-27 2780 1 TARTAR LN SANTE FE AVE (S) CLEMMER DR (E) AC E 1 810 18 16,037 51 12 70 18 AC Grind-Overlay $66,874 2026-27 2780 2 TARTAR LN CLEMMER DR (E) lGREENLEAF BLVD (E) AC E 1 700 18 10,898 49 14 72 14 AC Grind-Overlay $45,445 2026-27 2790 1 TEMPLE AVE GREENLEAF BLVD (E) SCHINNER ST (E) AC E 2 890 28 21,696 64 24 76 0 AC Grind-Overlay $90,472 2026-27 2790 2 TEMPLE AVE SCHINNER ST (E) CALDWELL ST (E) AC E 2 445 28 11,778 63 26 74 0 AC Grind-Overlay $49,114 2026-27 2790 3 TEMPLE AVE CALDWELL ST (E) MARCELLE ST (E) AC E 2 530 40 29,463 33 42 41 17 AC Grind-Overlay $122,861 2026-27 2790 4 TEMPLE AVE MARCELLE ST (E) CITY LIMITS (E) AC E 2 520 40 26,409 56 33 67 0 AC Grind-Overlay $110,126 2026-27 2950 1 WAYSIDE ST PAULSEN AVE (N) CITY LIMITS (E) AC E 2 65 22 1,231 51 44 56 0 AC Grind-Overlay $5,133 2026-27 2970 1 WHITE AVE CALDWELL ST (E) ALONDRA BLVD (E) AAC E 2 1,330 31 36,095 41 24 47 29 AC Grind-Overlay $150,516 2026-27 2980 2 WHITEMARSH AVE CALDWELL ST (W) RAYMOND ST (W) AC E 2 1,150 31 32,971 52 10 84 6 AC Grind-Overlay $137,489 2026-27 2990 2 WILLIAMS AVE CITY LIMITS (S) MCMILLIAN ST (E) AC E 2 85 31 3,002 83 100 0 0 Type II Slurry $2,041 2026-27 2990 3 WILLIAMS AVE ROSECRANS AVE CITY LIMITS (N) AC E 2 75 31 3,881 78 100 0 0 Type II Slurry $2,639 2026-27 3000 4 WILLOW AVE COMPTON BLVD (E) PALMER ST (E) AC E 2 835 31 19,874 82 84 13 3 Type II Slurry $13,514 2026-27 3000 7 WILLOW AVE ROSECRANS AVE (E) PECK ST (E) AC E 2 655 30 17,154 79 69 31 0 Type II Slurry $11,665 2026-27 3000 8 WILLOW AVE PECK ST (E) TUCKER ST (E) AC E 2 659 30 17,764 75 57 23 20 Type II Slurry $12,080 2026-27 3000 9 WILLOW AVE TUCKER ST (E) END (N) AC E 2 435 29 12,055 76 91 7 2 Type II Slurry $8,197 2026-27 3020 1 WILLOWBROOK AVE MANVILLE ST (E) STANLEY ST (E) AC I 2 815 26 20,740 27 19 81 0 AC Grind-Overlay $86,486 2026-27 3030 8 WILLOWBROOK AVE (S) NB END (S) ELM ST (E) AC E 2 557 35 21,204 68 29 71 0 Type II Slurry $14,419 2026-27 3080 1 WINONA AVE ACACIA AVE (N) WILLOWBROOK AVE (N) AC E 2 723 40 26,513 60 30 70 0 AC Grind-Overlay $110,559 2026-27 3080 2 WINONA AVE WILLOWBROOK AVE (N) MONA BLVD (N) AC E 2 546 40 18,763 33 15 85 0 AC Grind-Overlay $78,242 $5,070,607
2027-28 3190 1 DWIGHT AVE (N) CRESSEY ST (W) ROSECRANS AVE (W) AC E 2 319 36 8,857 67 48 52 0 AC Grind-Overlay $38,439 2027-28 3190 2 DWIGHT AVE (N) ROSECRANS AVE (W) MAPLE ST (W) AC E 2 487 36 11,891 56 27 67 6 AC Grind-Overlay $51,607 2027-28 3190 3 DWIGHT AVE (N) MAPLE ST (W) POPLAR ST AC E 2 742 28 20,906 86 100 0 0 Type II Slurry $14,843 2027-28 3190 4 DWIGHT AVE (N) ARBUTUS ST (W) SCHOOL ST (W) AC E 2 724 36 17,907 59 25 75 0 AC Grind-Overlay $77,716 2027-28 3190 5 DWIGHT AVE (N) SCHOOL ST (W) COMPTON BLVD (W) AC E 2 487 36 11,066 50 24 75 1 AC Grind-Overlay $48,026 2027-28 3190 6 DWIGHT AVE (N) POPLAR ST ARBUTUS ST (W) AC E 2 263 26 6,718 36 27 65 8 AC Grind-Overlay $29,156 2027-28 1220 1 DWIGHT AVE (S) COMPTON BLVD (W) ALMOND ST (W) AC E 2 834 36 26,670 54 34 53 13 AC Grind-Overlay $115,748

City of Compton, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2024-2029 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec iD Name From To Surface Type Rank Lanes L W Area PCI PCI Pct Climate PCI Pct Load PCI Pct Other Maint. Type Total $ 2027-28 1220 2 DWIGHT AVE (S) MYRRH ST (S) 156TH ST (W) AC E 2 269 36 7,603 40 37 47 16 AC Grind-Overlay $32,997 2027-28 1220 3 DWIGHT AVE (S) ALONDRA BLVD (W) CALDWELL ST (W) AC E 2 1,723 36 48,308 29 14 82 4 AC Grind-Overlay $209,657 2027-28 1220 5 DWIGHT AVE (S) ALMOND ST (W) MYRRH ST (W) AC E 2 585 36 18,339 80 39 61 0 Type II Slurry $13,021 2027-28 1570 1 HILLFORD AVE (N) END (N) POPLAR ST (W) AC E 2 397 36 13,269 42 20 80 0 AC Grind-Overlay $57,587 2027-28 1570 2 HILLFORD AVE (N) ARBUTUS ST (W) BRAZIL ST (W) AC E 2 249 36 6,817 43 54 46 0 AC Grind-Overlay $29,586 2027-28 1570 3 HILLFORD AVE (N) BRAZIL ST (W) PALMER ST (W) AC E 2 270 36 8,156 19 10 90 0 AC Recon $136,450 2027-28 3570 1 HILLFORD AVE (S) 166TH ST (W) CALDWELL ST (W) AC E 2 486 40 17,647 14 11 89 0 AC Recon $295,234 2027-28 3570 2 HILLFORD AVE (S) CALDWELL ST (W) 163RD ST (W) AC E 2 313 40 12,109 19 6 91 3 AC Recon $202,584 2027-28 3570 3 HILLFORD AVE (S) TICHENOR ST (W) REEVE ST (W) AC E 2 590 30 16,258 49 64 23 13 AC Grind-Overlay $70,560 2027-28 3570 4 HILLFORD AVE (S) REEVE ST (W) RAYMOND ST (W) AC E 2 292 30 9,860 39 55 45 0 AC Grind-Overlay $42,792 2027-28 1590 1 HOLMES AVE (N) STOCKWELL ST (W) 136TH ST (W) AC E 2 374 36 9,800 15 27 61 12 AC Recon $163,954 2027-28 1920 1 MCDIVITT AVE (N) ROSECRANS AVE (E) PECK ST (E) AC E 2 657 28 16,794 66 69 26 5 AC Grind-Overlay $72,886 2027-28 1920 2 MCDIVITT AVE (N) PECK ST (E) TUCKER ST (E) AC E 2 655 28 17,105 69 67 32 1 Type II Slurry $12,145 2027-28 1920 3 MCDIVITT AVE (N) TUCKER ST (E) END (N) AC E 2 480 28 12,615 56 76 23 1 AC Grind-Overlay $54,749 2027-28 3470 1 MCKINLEY AVE (N) ROSECRANS AVE (W) 139TH ST (W) AC I 2 1,125 40 38,756 75 12 71 17 Type II Slurry $27,517 2027-28 3470 2 MCKINLEY AVE (N) 139TH ST SAM LITTLETON ST AC E 2 1,176 25 44,919 84 70 29 1 Type II Slurry $31,892 2027-28 3470 3 MCKINLEY AVE (N) SAM LITTLETON ST SALINAS AVE (N) AC E 2 155 37 7,331 45 26 47 27 AC Grind-Overlay $31,817 2027-28 1930 1 MCKINLEY AVE (S) TICHENOR ST (W) CALDWELL ST (W) AC E 2 348 28 10,430 25 32 68 0 AC Grind-Overlay $45,266 2027-28 1930 2 MCKINLEY AVE (S) CALDWELL ST (W) BILLINGS ST (W) AC E 2 720 28 20,092 39 32 59 9 AC Grind-Overlay $87,199 2027-28 1940 1 MCMILLAN ST BULLIS RD (N) BRADFIELD AVE (N) AAC E 2 1,033 31 28,161 43 32 68 0 AC Grind-Overlay $122,219 2027-28 1940 10 MCMILLAN ST GIBSON AVE (S) CITY LIMITS (W) AC E 1 193 17 3,180 6 9 85 6 AC Recon $53,201 2027-28 1940 11 MCMILLAN ST STONEACRE AVE (N) 111' W of CASTLEGATE AC E 1 353 17 5,551 21 29 67 4 AC Recon $92,868 2027-28 1940 3 MCMILLAN ST PINE ST (E) HARRIS AVE (N) AC E 1 306 17 9,192 35 15 85 0 AC Grind-Overlay $39,893 2027-28 1940 4 MCMILLAN ST HARRIS AVE (N) WALDORF DR (N) AC E 1 563 17 10,539 41 13 87 0 AC Grind-Overlay $45,739 2027-28 1940 5 MCMILLAN ST WALDORF DR (N) COOKACRE AVE (S) AC E 1 879 17 18,174 62 9 91 0 AC Grind-Overlay $78,875 2027-28 1940 6 MCMILLAN ST COOKACRE AVE (S) LIME AVE (S) AC E 1 539 17 8,423 56 22 78 0 AC Grind-Overlay $36,556 2027-28 2140 2 PALMER ST (E) END (W) BRADFIELD (N) AC E 2 460 30 13,852 66 42 58 0 AC Grind-Overlay $60,118 2027-28 2140 3 PALMER ST (E) BULLIS RD LONG BEACH BLVD (N) PCC I 2 420 30 10,942 19 8 76 16 PCC Recon $346,095 2027-28 2150 1 PALMER ST (W) HILLFORD AVE (N) NESTOR AVE (N) AC E 2 720 27 19,164 11 23 77 0 AC Recon $320,614 2027-28 2150 2 PALMER ST (W) NESTOR AVE (N) TAJAUTA AVE (N) AC E 2 723 27 18,895 60 64 36 0 AC Grind-Overlay $82,004 2027-28 2150 3 PALMER ST (W) TAJAUTA AVE (N) MAIE AVE (N) AC E 2 736 27 19,286 22 17 77 6 AC Recon $322,655 2027-28 2150 4 PALMER ST (W) BROADACRES AVE (N) DWIGHT AVE (N) AC E 2 368 27 8,434 16 5 83 12 AC Recon $141,101 2027-28 2150 5 PALMER ST (W) DWIGHT AVE (N) KEMP AVE (N) AC E 2 670 27 16,746 15 5 77 18 AC Recon $280,161 2027-28 2150 6 PALMER ST (W) KEMP AVE (N) END AC E 2 458 27 11,958 10 12 78 10 AC Recon $200,057 2027-28 2150 8 PALMER ST (W) WILMINGTON AVE (N) MATTHISEN AVE (N) AC E 2 1,137 27 28,790 73 48 39 13 Type II Slurry $20,441 2027-28 2150 9 PALMER ST (W) MATTHISEN AVE (N) OLEANDER AVE (N) AC E 2 1,554 27 40,366 83 100 0 0 Type II Slurry $28,660 2027-28 2370 1 REEVE ST APRILLA AVE (S) CENTER AVE (S) AC E 2 1,470 35 40,741 29 48 52 0 AC Grind-Overlay $176,816 2027-28 2370 2 REEVE ST CENTER AVE (S) NESTOR AVE (S) AC E 2 830 36 26,025 49 57 43 0 AC Grind-Overlay $112,949 2027-28 2370 3 REEVE ST OLEANDER AVE (S) ACACIA AVE (S) AC E 2 620 26 16,916 53 45 55 0 AC Grind-Overlay $73,415 2027-28 2370 4 REEVE ST ACACIA AVE (S) WILLOWBROOK AVE (S) AC E 2 630 27 16,190 76 98 0 2 Type II Slurry $11,495 2027-28 2370 5 REEVE ST WILLOWBROOK AVE (S) TAMARIND AVE (S) AC E 2 577 28 15,892 52 42 58 0 AC Grind-Overlay $68,971 2027-28 2370 6 REEVE ST TAMARIND AVE (S) ALAMEDA ST (S) AC E 2 752 28 18,719 68 73 27 0 Type II Slurry $13,290 2027-28 2370 7 REEVE ST GRANDEE AVE (S) END (W) AC E 2 133 28 5,926 32 39 57 4 AC Grind-Overlay $25,719 2027-28 2830 1 VAN NESS AVE ELM ST (E) ROSECRANS AVE (E) AC E 2 955 29 24,755 78 38 8 54 Type II Slurry $17,576 2027-28 2830 2 VAN NESS AVE ROSECRANS AVE (E) PECK ST (E) AC E 2 840 28 22,315 63 52 48 0 AC Grind-Overlay $96,847 2027-28 2830 3 VAN NESS AVE PECK ST (E) TUCKER ST (E) AC E 2 422 28 11,735 62 70 22 8 AC Grind-Overlay $50,930 2027-28 2830 4 VAN NESS AVE TUCKER ST (E) POPPY AVE (E) AC E 2 362 29 9,249 61 65 6 29 AC Grind-Overlay $40,141 $4,952,835
2028-29 150 1 145TH ST (W) HILLFORD AVE (N) ALBERTSON AVE (N) AC E 2 714 36 18,472 53 35 57 8 AC Grind-Overlay $83,493 2028-29 150 2 145TH ST (W) ALBERTSON AVE (N) NESTOR AVE (N) AC E 2 264 36 6,305 51 42 58 0 AC Grind-Overlay $28,499 2028-29 160 1 149TH ST (E) CITY LIMITS CENTRAL AVE (N) AC E 2 155 36 4,252 9 3 96 1 AC Recon $73,985 2028-29 170 1 150TH ST (E) CITY LIMITS CENTRAL AVE (N) AC E 2 158 36 3,759 24 33 67 0 AC Grind-Overlay $16,991 2028-29 180 1 151ST ST (W) CENTRAL AVE (S) NESTOR AVE (S) AC E 2 835 36 24,902 40 28 54 18 AC Grind-Overlay $112,557 2028-29 180 2 151ST ST (W) NESTOR AVE (S) TAJAUTA AVE (S) AC E 2 796 36 25,057 54 29 39 32 AC Grind-Overlay $113,258 2028-29 180 5 151ST ST (W) DWIGHT AVE (N) KEMP AVE (S) AAC E 2 568 36 14,525 41 32 68 0 AC Grind-Overlay $65,653 2028-29 190 2 152ND ST (W) CENTRAL AVE (S) NESTOR AVE (S) AC E 2 793 36 23,841 63 51 34 15 AC Grind-Overlay $107,761 2028-29 190 3 152ND ST (W) NESTOR AVE (S) TAJAUTA AVE (S) AC E 2 803 36 25,231 60 42 37 21 AC Grind-Overlay $114,044 2028-29 190 6 152ND ST (W) DWIGHT AVE (N) KEMP AVE (S) AAC E 2 578 36 15,934 55 13 70 17 AC Grind-Overlay $72,022 2028-29 200 2 153RD ST (W) CENTRAL AVE (S) NESTOR AVE (S) AC E 2 756 36 23,036 73 54 12 34 Type II Slurry $17,047 2028-29 200 3 153RD ST (W) NESTOR AVE (S) TAJAUTA AVE (S) AC E 2 800 36 25,031 67 47 35 18 AC Grind-Overlay $113,140 2028-29 210 5 154TH ST (W) CENTRAL AVE (S) NESTOR AVE (S) AC E 2 717 36 21,742 67 58 17 25 AC Grind-Overlay $98,274 2028-29 210 6 154TH ST (W) NESTOR AVE (S) TAJAUTA AVE (S) AC E 2 800 36 24,786 47 43 41 16 AC Grind-Overlay $112,033

City of Compton, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2024-2029 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec iD Name From To Surface Type Rank Lanes L W Area PCI PCI Pct Climate PCI Pct Load PCI Pct Other Maint. Type Total $ 2028-29 210 7 154TH ST (W) TAJAUTA AVE (S) DWIGHT AVE (S) AAC E 2 1,031 36 39,611 55 42 58 0 AC Grind-Overlay $179,042 2028-29 220 1 155TH ST (W) CENTRAL AVE (S) NESTOR AVE (N) AC E 2 676 36 15,515 65 39 34 27 AC Grind-Overlay $70,128 2028-29 220 2 155TH ST (W) NESTOR AVE (N) TAJAUTA AVE (N) AC E 2 811 36 25,357 56 49 26 25 AC Grind-Overlay $114,614 2028-29 230 1 156TH ST (W) CLYMAR AVE (S) CORLETT AVE AC E 2 1,186 36 32,474 25 22 69 9 AC Grind-Overlay $146,782 2028-29 230 3 156TH ST (W) CENTRAL AVE (S) TAJAUTA AVE (S) AC E 2 1,453 36 51,769 51 28 72 0 AC Grind-Overlay $233,996 2028-29 230 4 156TH ST (W) TAJAUTA AVE (S) DWIGHT AVE (S) AC E 2 1,320 36 47,812 67 47 46 7 AC Grind-Overlay $216,110 2028-29 230 5 156TH ST (W) DWIGHT AVE (S) WILMINGTON AVE (N) AC E 2 1,324 36 46,595 59 53 47 0 AC Grind-Overlay $210,609 2028-29 880 1 CARSON PL (E) TAMARIND AVE ALAMEDA ST (N) PCC E 2 387 26 16,708 74 21 79 0 PCC Repair $66,832 2028-29 890 1 CASTLEGATE AVE (N) CITY LIMITS OLANDA ST AC E 2 942 36 25,156 23 17 69 14 AC Grind-Overlay $113,705 2028-29 890 2 CASTLEGATE AVE (N) OLANDA ST MCMILLAN ST (E) AC E 2 877 36 23,137 21 23 77 0 AC Recon $402,584 2028-29 3130 2 CASTLEGATE AVE (S) CITY LIMITS CALDWELL ST (E) AAC E 2 1,348 36 43,541 78 53 40 7 Type II Slurry $32,220 2028-29 3130 3 CASTLEGATE AVE (S) CALDWELL ST (E) ADANA ST (E) AAC E 2 972 36 26,346 83 26 74 0 Type II Slurry $19,496 2028-29 900 2 CASWELL AVE (S) 156TH ST (W) CYPRESS ST (W) AAC E 2 1,482 36 41,356 78 32 11 57 Type II Slurry $30,603 2028-29 3140 2 CEDAR ST (E) WILLOWBROOK AVE ALAMEDA ST PCC E 2 916 36 23,921 23 33 55 12 PCC Repair $95,684 2028-29 910 1 CEDAR ST (W) END (W) WILMINGTON AVE (N) AC E 2 1,145 36 24,269 16 16 84 0 AC Recon $422,281 2028-29 910 2 CEDAR ST (W) MATTHISEN AVE (N) ARANBE AVE (S) AC E 2 609 36 15,633 87 95 0 5 Type II Slurry $11,568 2028-29 910 3 CEDAR ST (W) S ARNADE AVE (S) OLEANDER AVE (N) AC E 2 692 36 17,134 71 98 0 2 Type II Slurry $12,679 2028-29 910 4 CEDAR ST (W) OLEANDER AVE (N) ACACIA AVE (N) AC E 2 841 36 20,832 65 69 29 2 AC Grind-Overlay $94,161 2028-29 910 5 CEDAR ST (W) ACACIA AVE (N) CULVER AVE (N) AC E 2 491 36 13,537 78 95 0 5 Type II Slurry $10,017 2028-29 1380 2 GIBSON ST (S) ROSECRANS AVE (E) CITY LIMITS AC E 2 312 35 8,156 72 59 41 0 Type II Slurry $6,035 2028-29 1380 3 GIBSON ST (S) CITY LIMITS CITY LIMITS AC E 2 212 35 7,422 69 39 45 16 Type II Slurry $5,492 2028-29 1380 4 GIBSON ST (S) CITY LIMITS LINSLEY ST (E) AC E 2 1,478 35 41,804 58 42 55 3 AC Grind-Overlay $188,954 2028-29 1390 2 GLADYS ST (E) SHERER PL (S) END (W) AC E 2 165 35 7,592 45 47 52 1 AC Grind-Overlay $34,316 2028-29 1400 1 GLENCOE AVE (E) LONG BEACH BLVD (S) TEMPLE AVE (S) AC E 2 637 36 16,294 34 30 67 3 AC Grind-Overlay $73,649 2028-29 1400 2 GLENCOE AVE (E) TEMPLE AVE (S) BURRIS AVE (S) AC E 2 859 36 22,545 33 21 62 17 AC Grind-Overlay $101,903 2028-29 3220 1 GLENCOE ST (W) END (W) WILLOWBROOK AVE (S) AC E 2 312 36 9,171 71 45 53 2 Type II Slurry $6,787 2028-29 3220 2 GLENCOE ST (W) END (E) ACACIA AVE (S) AC E 2 166 36 4,403 46 24 76 0 AC Grind-Overlay $19,902 2028-29 3220 3 GLENCOE ST (W) ACACIA AVE (S) OLEANDER AVE (S) AAC E 2 677 36 16,761 31 21 79 0 AC Grind-Overlay $75,760 2028-29 1880 3 MAPLE ST (W) ARANBE AVE (N) END (E) AC E 2 899 26 22,894 71 83 14 3 Type II Slurry $16,942 2028-29 1890 1 MARCELLE ST (E) END (W) POINTSETTIA AVE (S) AC E 2 454 32 15,614 64 82 0 18 AC Grind-Overlay $70,575 2028-29 1890 2 MARCELLE ST (E) POINTSETTIA AVE (S) TEMPLE AVE (S) AC E 2 516 32 17,756 67 88 0 12 AC Grind-Overlay $80,257 2028-29 1890 3 MARCELLE ST (E) LONG BEACH BLVD (S) CITY LIMIT (E) AC E 2 349 28 5,291 45 65 24 11 AC Grind-Overlay $23,915 2028-29 3330 1 MATTHISEN AVE (S) COMPTON BLVD (W) ALMOND ST (W) AC E 2 887 30 25,147 67 18 81 1 AC Grind-Overlay $113,664 2028-29 3330 2 MATTHISEN AVE (S) ALMOND ST (W) LAUREL ST (W) AC E 2 375 30 11,298 81 44 54 2 Type II Slurry $8,361 2028-29 3370 1 MATTHISEN CR CYPRESS ST (W) END AC E 2 230 33 8,730 58 72 24 4 AC Grind-Overlay $39,460 2028-29 2390 1 ROSE AVE COMPTON BLVD (E) PALMER ST (E) AC E 2 845 27 18,121 62 35 39 26 AC Grind-Overlay $81,907 2028-29 2390 2 ROSE AVE PALMER ST (E) ELM ST (E) AC E 2 880 20 16,914 48 25 44 31 AC Grind-Overlay $76,451 2028-29 2390 3 ROSE AVE ELM ST (E) ROSECRANS AVE (E) AC E 2 950 28 25,074 53 36 22 42 AC Grind-Overlay $113,334 2028-29 2390 4 ROSE AVE ROSECRANS AVE (E) TUCKER ST (E) AC E 2 1,310 29 33,957 55 44 41 15 AC Grind-Overlay $153,486 2028-29 2390 5 ROSE AVE TUCKER ST (E) OAKS ST (E) AC E 2 820 27 21,715 65 71 19 10 AC Grind-Overlay $98,152 $5,001,169

01478.0029 2173174.1
August 4, 2026
TO: HONORABLE MAYOR AND COUNCIL MEMBERS
FROM: COMPTON CITY MANAGER’S OFFICE
SUBJECT: ADOPTION OF AN ORDINANCE AND RESOLUTIONS

SUBMITTING THE CITY OF COMPTON DISTRIBUTION

FACILITY, INDUSTRIAL BUSINESS, INDUSTRIAL STORAGE

FACILITY, AND TRUCK YARD GENERAL BUSINESS LICENSE
TAX MEASURE TO THE VOTERS AT THE NOVEMBER 3, 2026

MUNICIPAL ELECTION

SUMMARY
The City of Compton contains approximately 16 million square feet of industrial building area. This substantial industrial base supports distribution, warehousing, manufacturing, industrial storage, processing, recycling, materials handling, and truck-related operations.1
Staff recommends submitting to the voters a general business license tax measure applicable to the following business activities: persons actively conducting or operating qualifying distribution facilities; industrial businesses, defined to include indoor or outdoor manufacturing with regular large-truck activity; industrial storage facilities involving the regular receipt or transportation of industrial materials by large truck; and truck yards. The tax would be measured by the combined gross floor area and qualifying outdoor business area principally and actively used in the covered operation. Together, those included areas constitute the business’s “taxable area,” as defined in the ordinance. Separately identifiable areas principally used as e-commerce facilities would be exempt as provided in the ordinance.

Vacant or unused land, specified circulation and access areas, passenger-vehicle parking, public rights-of-way, idle or decommissioned equipment, reserve storage capacity, and other excluded areas would not be included. An area meeting more than one taxable classification would be counted only once.

The measure would authorize an initial voter-authorized maximum rate of one dollar ($1.00) per square foot of taxable area per fiscal year. The City Council could establish a lower operative rate and could establish exemptions, incentives, deductions, or other reductions as authorized by the ordinance and applicable law.

If the City Council does not establish the initial operative rate before the tax first becomes due, the initial operative rate would be $1.00 per square foot. Beginning July 1, 2027, the voter-authorized maximum rate would increase annually by the lesser of three percent or the applicable Consumer Price Index adjustment. An 1 Information provided by the City of Compton Community Development Department, based on planning research prepared by Moore Iacofano Goltsman, Inc. for the draft Programmatic Environmental Impact Report for the Compton General Plan 2045 Update, Project Description, Table 3.3, “Existing Land Use Development Estimates (2023)” (reporting 16,251,669 square feet of existing industrial building area).

9.9.9.9. Staff Report – Distribution Facilities, Industrial Businesses, Industrial Storage Facilities, and Truck Yards Tax Measure
August 4, 2026
01478.0029 2173174.1
adjustment to the maximum rate would not automatically increase the operative rate.

City planning records identify approximately 16 million square feet of industrial building area. Based on that inventory, the initial voter-authorized maximum rate, and the classifications and exclusions in the ordinance, staff estimates that the measure would generate approximately over $10 million annually. Actual revenue will be determined in accordance with the ordinance based on the operative rate established by the City Council, verified taxable area, exempt e-commerce areas, applicable statutory limitations, authorized reductions, apportionment, and changes in business occupancy and operations. All proceeds would remain in Compton, be deposited into the General Fund, and be available for any lawful municipal purpose. The measure would require annual public reporting of the operative rate, the amount collected, and administrative costs, and would require review of tax collection and accounting through the City’s annual independent financial audit.

The election ordinance would submit the proposed tax ordinance to the voters at the November 3, 2026 election, consolidated with the statewide general election held on the same date. The measure would require approval by a majority of the votes cast on the measure.

BACKGROUND
The Compton Municipal Code requires persons conducting business within the City to obtain a business license and establishes procedures for administering, collecting, and enforcing business license taxes. Proposed Municipal Code section 3-6 would establish a separately measured general business license tax limited to the qualifying operations defined in the ordinance. Existing business license requirements would remain in place, while liability under the proposed measure would be determined under the voter-approved classifications, taxable-area rules, e-commerce exemption, exclusions, and rate provisions contained in section 3-6.

The proposed measure responds to the scale and character of Compton's industrial economy and the City's need for stable, locally controlled revenue.

Covered operations often use substantial indoor and outdoor areas, involve the movement of large trucks or the storage, processing, handling, transfer, and distribution of significant quantities of goods and industrial materials, and rely on municipal services and infrastructure, including street maintenance, traffic management, police patrol, fire and emergency response, hazardous-material response, environmental protection, code enforcement, and building and land-use inspections. Many non-e-commerce industrial and warehouse operations may generate limited direct local sales-tax revenue relative to the scale of their activities. The proposed tax would diversify General Fund revenue while preserving the City Council's ability to calibrate the operative rate and authorized reductions in response to verified taxable area, revenue needs, administrative experience, and business conditions.

Staff Report – Distribution Facilities, Industrial Businesses, Industrial Storage Facilities, and Truck Yards Tax Measure
August 4, 2026
01478.0029 2173174.1
Other cities have considered similar taxes on warehouse, industrial, and truck- related businesses. For example, in considering a square-footage business license tax, the City of Perris relied on a recent truck-corridor study identifying substantial annual funding needs for street maintenance and rehabilitation.2 The City has also identified a need for additional locally controlled revenue to maintain municipal services and address existing and future service and infrastructure needs.

Existing Industrial Development and Transportation Context City planning records identify approximately 16 million square feet of existing industrial building area within Compton. Industrial uses are concentrated primarily along the Alameda Street corridor, with additional industrial development along Compton Boulevard, Wilmington Avenue, Rosecrans Avenue, and Long Beach Boulevard. A substantial concentration of industrial uses is also located in the southern portion of the City near State Route 91.

Compton’s location within the regional transportation network supports industrial, commercial, and goods-movement activity. Interstate 710 runs along the City’s eastern boundary, State Route 91 crosses the southern portion of the City, and Interstate 105 is located immediately north of the City. Rosecrans Avenue and Alondra Boulevard provide major east-west access to Interstate 710, while Central Avenue, Wilmington Avenue, Alameda Street, and Long Beach Boulevard serve as major north-south corridors providing access to State Route 91 or Interstate 105. Rosecrans Avenue carries the highest average daily traffic volume among City roadways.²
The City’s industrial land-use base and transportation setting support the use of taxable area as the measure of the proposed business license tax. Calculating the tax based on taxable area, consisting of the combined gross floor area and qualifying outdoor business area principally and actively used in conducting a taxable business provides a consistent, verifiable, and administratively practical measure of the scale of the business operation. The tax would be imposed on qualifying business activity and would not be based on property ownership, assessed value, parcel size, rental value, installed capacity, or the mere existence of land, buildings, tanks, equipment, or other improvements.

City Street Network And Pavement Needs
2 In a recent study of a similarly situated community, City of Perris, it showed that approximately 25.24 million square feet of potentially taxable industrial area, equates to approximately 1.12 daily corridor truck movements per 1,000 square feet, or approximately 17,900 when applied to 16 million square feet. Perris counted all trucks using the studied corridors; the comparison is used only as regional context. Staff report dated July 28, 2026.

Staff Report – Distribution Facilities, Industrial Businesses, Industrial Storage Facilities, and Truck Yards Tax Measure
August 4, 2026
01478.0029 2173174.1
The City's 2024 Pavement Management Program (“PMP”) evaluates approximately 204.8 centerline miles and 34.14 million square feet of pavement with an estimated replacement value of approximately $410.7 million. The PMP rates the overall pavement network at a Pavement Condition Index (PCI) of 60.8 ("Fair"), including a PCI of 66.1 for arterial and collector streets and 56.6 for local streets. The PMP further identifies that approximately 43 percent of arterial and collector street mileage and 60 percent of local street mileage require overlay rehabilitation or reconstruction.

The PMP estimates approximately $119.4 million in deferred pavement maintenance and projects that, under a modeled annual pavement maintenance and rehabilitation investment of approximately $10 million, the deferred maintenance backlog would remain at approximately $123.6 million after five years. The PMP also notes that deferred repairs carried into future budget cycles generally require more costly rehabilitation treatments.

The Fiscal Year 2026-2027 Proposed Budget includes approximately $32.13 million for Public Works-Engineering activities, including approximately $14.09 million for operations and maintenance and approximately $16.60 million for capital outlay, supporting a broad range of infrastructure and public works responsibilities throughout the City.

STATEMENT OF ISSUE
Proposed Tax
The proposed measure would apply to persons conducting or operating qualifying distribution facilities, industrial businesses, industrial storage facilities, and truck yards within the City. The ordinance defines each classification by neutral operational characteristics. Certain classifications require regular large-truck activity, and a “large truck” would be defined by reference to a vehicle weight exceeding five tons.

The tax would be measured by the taxable area, consisting of the combined gross floor area and qualifying outdoor business area principally and actively used to conduct or support the taxable business. Vacant, inactive, unused, nonoperational, and separately identifiable nonqualifying areas would be excluded. Areas qualifying under more than one taxable classification would be counted only once.

Mixed-use properties and businesses operating both inside and outside the City would be reasonably apportioned so that the tax reflects only qualifying business activity conducted within Compton.

Businesses would report their taxable area, subject to City verification through operational records, plans, permits, leases, inspections, and other reliable information. The tax would apply to the business operator while qualifying operations are conducted. It would not be based on property ownership, assessed value, parcel size, rental value, installed or permitted storage capacity, or the mere Staff Report – Distribution Facilities, Industrial Businesses, Industrial Storage Facilities, and Truck Yards Tax Measure
August 4, 2026
01478.0029 2173174.1
existence or ownership of land, buildings, tanks, equipment, or other improvements.

Findings Supporting Use of Taxable Area
The covered businesses use indoor and outdoor areas for storing, handling, processing, loading, unloading, staging, and distributing goods and industrial materials. The taxable area, as defined in the ordinance, reasonably reflects the scale and intensity of the business conducted at each location. Larger operational areas generally accommodate greater quantities of goods or materials, more extensive operations, additional equipment, and greater loading, unloading, and large-truck activity.

The City’s pavement condition data, its deferred-maintenance backlog, and the City’s continuing street-repair program provide a reasonable factual basis for distinguishing qualifying large industrial operations from smaller or less truck- intensive businesses and for using taxable area as an administrable measure of business scale. The classifications apply generally to all similarly situated businesses and are not based on any particular company, owner, product, brand, or parcel.

The engineering and pavement information is not intended to calculate a regulatory fee, establish an exact dollar amount of pavement damage attributable to each taxpayer, or restrict the use of tax proceeds to street work. The proposed measure is a general tax. The information instead provides policy context for the business classifications and the use of taxable area as the tax measure. All proceeds would remain available for any lawful municipal purpose.

Tax Rate and Revenue Estimate
The initial voter-authorized maximum rate would be one dollar ($1.00) per square foot of taxable area per fiscal year. The City Council could establish, increase, or reduce the operative rate by resolution, provided the operative rate does not exceed the voter-authorized maximum rate then in effect. The Council could also establish exemptions, incentives, deductions, or other reductions as authorized by the ordinance and applicable law. If the Council does not establish an initial operative rate before the tax first becomes due, the initial operative rate would be $1.00 per square foot. Beginning July 1, 2027, the maximum rate would increase annually by the lesser of three percent or the percentage increase in the Consumer Price Index for All Urban Consumers, All Items, for the Los Angeles-Long Beach- Anaheim metropolitan area for the applicable 12-month period. An adjustment to the maximum rate would not automatically change the operative rate. The tax would continue until ended by the voters.

Based on approximately 16 million square feet of industrial building area, the initial voter-authorized maximum rate, and the classifications and exclusions in the ordinance, the tax is preliminarily estimated to generate approximately over $10 Staff Report – Distribution Facilities, Industrial Businesses, Industrial Storage Facilities, and Truck Yards Tax Measure
August 4, 2026
01478.0029 2173174.1
million annually. Actual revenue will be determined under the ordinance and may be lower or higher depending on the operative rate established by the City Council, verified taxable area, active-use determinations, exempt e-commerce areas, authorized reductions, credits, apportionment, applicable statutory limitations, and changes in business occupancy and operations.

Accountability and Use of Revenue
The proposed measure is a general tax. All proceeds would be deposited into the General Fund and could be used for any lawful municipal purpose.

Potential uses include street and pothole repairs, public safety, protection of drinking water sources, disaster preparedness, parks, fire and emergency response, youth programs, storm drains, environmental protection, and other City services. These examples describe existing City needs but would not legally restrict how the proceeds are appropriated.

The measure would require public disclosure of revenues and expenditures, review through the City’s annual independent financial audit, and retention of the proceeds by the City for local governmental purposes.

Election Actions
The City Council previously called the June 2, 2026 Primary Nominating Election and the November 3, 2026 municipal election for City officers. The November election includes the election of members of the City Council following the June Primary Nominating Election.

Although the City Charter classifies municipal elections other than the General Municipal Election described in Charter section 1302 as special municipal elections, members of the City Council will be elected at the November 3, 2026 election. The November election therefore constitutes a regularly scheduled general election for members of the City’s governing body for purposes of article XIII C, section 2(b) of the California Constitution. The proposed general tax may be submitted at that election and must receive a majority of the votes cast on the measure to be approved.

Compton Charter section 1302 designates the even-year statewide primary as the City’s General Municipal Election. Charter section 1303 provides that all other municipal elections are special municipal elections and shall be called by ordinance. Compton Municipal Code section 6-2 likewise requires the City Council to order municipal elections by ordinance and specify the object and date of the election.

The proposed election ordinance would call the Special Municipal Election for the tax measure and submit the proposed tax ordinance to the voters as Exhibit A. A Staff Report – Distribution Facilities, Industrial Businesses, Industrial Storage Facilities, and Truck Yards Tax Measure
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separate companion resolution would request consolidation with the November 3, 2026 statewide general election, set forth the exact ballot question, request election services from the Los Angeles County Registrar-Recorder/County Clerk, authorize the County canvass, and provide for reimbursement of election costs.

Charter section 607 requires at least three affirmative votes of the City Council for enactment of an ordinance or resolution unless another Charter provision requires a higher vote.

The first resolution would request consolidation and County election services and set forth the exact ballot question. The second resolution would establish priorities for filing written arguments and direct the City Attorney to prepare an impartial analysis. The third resolution would authorize the filing of rebuttal arguments. The City would be responsible for its proportionate share of the costs charged by Los Angeles County for conducting the consolidated election.

FISCAL IMPACT
Based on approximately 16 million square feet of industrial building area, the initial voter-authorized maximum rate, and the classifications and exclusions in the ordinance, the tax is estimated to generate approximately over $10 million annually. Actual revenue will be determined under the ordinance based on the operative rate and verified taxable area of qualifying businesses. All proceeds would be deposited into the General Fund and could be used for any lawful municipal purpose.

RECOMMENDATION
Staff recommends that the City Council:

1. WAIVE further reading and ADOPT Ordinance No. _____ entitled, “AN

ORDINANCE OF THE CITY COUNCIL OF THE CITY OF COMPTON

CALLING A SPECIAL MUNICIPAL ELECTION TO BE HELD ON
TUESDAY, NOVEMBER 3, 2026, FOR THE PURPOSE OF SUBMITTING

TO THE QUALIFIED VOTERS OF THE CITY A PROPOSED ORDINANCE ADDING SECTION 3-6 TO CHAPTER 3 OF THE COMPTON MUNICIPAL

CODE, ESTABLISHING A GENERAL BUSINESS LICENSE TAX ON

DISTRIBUTION FACILITIES, INDUSTRIAL BUSINESSES (AS DEFINED), INDUSTRIAL STORAGE FACILITIES, AND TRUCK YARDS,” including the proposed tax ordinance as Exhibit A;

2. WAIVE further reading and ADOPT Resolution No. _____, entitled “A

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON

REQUESTING CONSOLIDATION OF THE SPECIAL MUNICIPAL
ELECTION TO BE HELD ON NOVEMBER 3, 2026, WITH THE
STATEWIDE GENERAL ELECTION HELD ON THE SAME DATE; AND

REQUESTING THAT THE LOS ANGELES COUNTY REGISTRAR-
Staff Report – Distribution Facilities, Industrial Businesses, Industrial Storage Facilities, and Truck Yards Tax Measure
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01478.0029 2173174.1

RECORDER/COUNTY CLERK CONDUCT ALL NECESSARY ELECTION
SERVICES;” and

3. WAIVE further reading and ADOPT Resolution No. _____, entitled “A

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON

SETTING PRIORITIES FOR FILING WRITTEN ARGUMENTS AND

DIRECTING THE CITY ATTORNEY TO PREPARE AN IMPARTIAL

ANALYSIS REGARDING A CITY MEASURE ESTABLISHING A

GENERAL BUSINESS LICENSE TAX ON DISTRIBUTION FACILITIES,

INDUSTRIAL BUSINESSES (AS DEFINED), INDUSTRIAL STORAGE

FACILITIES, AND TRUCK YARDS, TO BE SUBMITTED TO THE VOTERS

AT THE SPECIAL MUNICIPAL ELECTION TO BE HELD ON TUESDAY, NOVEMBER 3, 2026;” and

4. WAIVE further reading and ADOPT Resolution No. ______, entitled “A

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COMPTON

PROVIDING FOR THE FILING OF REBUTTAL ARGUMENTS

REGARDING A CITY MEASURE ESTABLISHING A GENERAL

BUSINESS LICENSE TAX ON DISTRIBUTION FACILITIES, INDUSTRIAL

BUSINESSES (AS DEFINED), INDUSTRIAL STORAGE FACILITIES, AND

TRUCK YARDS, TO BE SUBMITTED AT THE SPECIAL MUNICIPAL
ELECTION TO BE HELD ON NOVEMBER 3, 2026.”

ATTACHMENT(S)
Ordinance Calling the Special Municipal Election and Submitting the Proposed Industrial/Warehouse General Business License Tax Ordinance to the Voters, including the proposed tax ordinance as Exhibit A Resolution Requesting Consolidation of the Special Municipal Election with the Statewide General Election
Resolution Establishing Priorities for Filing Written Arguments and Directing the City Attorney to Prepare an Impartial Analysis
Resolution Authorizing Rebuttal Arguments
2024 Pavement Management Program
APPROVED FOR FORWARDING:

JERRY GROOMES

INTERIM CITY MANAGER
01478.0029 2173170.1
ORDINANCE NO. ___________

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF COMPTON

CALLING A SPECIAL MUNICIPAL ELECTION TO BE HELD ON TUESDAY, NOVEMBER 3, 2026, FOR THE PURPOSE OF SUBMITTING TO THE

QUALIFIED VOTERS OF THE CITY A PROPOSED ORDINANCE ADDING SECTION 3-6 TO CHAPTER 3 OF THE COMPTON MUNICIPAL CODE,

ESTABLISHING A GENERAL BUSINESS LICENSE TAX ON DISTRIBUTION

FACILITIES, INDUSTRIAL BUSINESSES (AS DEFINED), INDUSTRIAL

STORAGE FACILITIES, AND TRUCK YARDS
WHEREAS, the City of Compton (“City”) is a charter city organized under the Constitution and laws of the State of California and the City’s Charter; and WHEREAS, the City contains substantial distribution, manufacturing, industrial storage, and truck yard operations, many of which regularly involve large-truck activity; and
WHEREAS, the operation of these businesses contributes to vehicle traffic and demand for City services and public infrastructure, including street maintenance, public safety, emergency response, environmental protection, code enforcement, and other municipal services; and
WHEREAS, the City Council desires to propose the ordinance attached hereto as Exhibit “A,” which would add Section 3-6 to Chapter 3 of the Compton Municipal Code to establish an annual general business license tax on distribution facilities, industrial businesses, industrial storage facilities, and truck yards, excluding qualifying e-commerce areas, based on the taxable indoor and outdoor area principally and actively used in operating those businesses (the “Ordinance”), and to submit the Ordinance to the voters as a ballot measure (the “Measure”); and
WHEREAS, the Measure would establish an initial voter-authorized maximum rate of one dollar ($1.00) per square foot of taxable area per fiscal year, and the City Council may establish the operative rate by resolution at an amount not exceeding the voter- authorized maximum rate. If the City Council does not establish the initial operative rate before the tax first becomes due, the initial operative rate will be one dollar ($1.00) per square foot of taxable area; and
WHEREAS, beginning July 1, 2027, the voter-authorized maximum rate would be automatically increased annually by the lesser of three percent or the percentage increase, if any, in the Consumer Price Index for All Urban Consumers, All Items, for the Los Angeles-Long Beach-Anaheim area for the 12-month period ending in May immediately preceding the adjustment date. An automatic adjustment to the voter- authorized maximum rate would not automatically change the operative rate; and WHEREAS, if the Measure is approved by a majority of the votes cast on it, the Ordinance will be considered adopted on the date the City Council declares the election results and will take effect ten (10) days thereafter, at which time the tax will commence and continue until ended by voters. All proceeds of the tax will be deposited in the City’s General Fund and available for any lawful municipal purpose; and WHEREAS, pursuant to Elections Code section 9222 and Government Code section 37101, the City Council has the authority to submit the Ordinance to the voters for approval; and
WHEREAS, the City Council desires to submit the Measure to the voters at the Special Municipal Election to be held on November 3, 2026, which will be consolidated with the Statewide General Election to be held on the same date pursuant to a companion resolution adopted concurrently with this Ordinance. The specific terms of the Measure are set forth in the Ordinance attached as Exhibit “A”; and WHEREAS, pursuant to article XIII C, section 2(b) of the California Constitution, ORDINANCE NO.___________
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the Measure must be approved by a majority of the votes cast on the Measure and must be submitted at a regularly scheduled general election for members of the City Council; and
WHEREAS, the November 3, 2026 election is the legally prescribed election at which members of the City Council are to be elected and therefore constitutes a regularly scheduled general election for members of the City’s governing body within the meaning of article XIII C, section 2(b) of the California Constitution; and WHEREAS, concurrently with the adoption of this Ordinance, the City Council is adopting Resolution No. ______ requesting consolidation of the Special Municipal Election with the Statewide General Election, setting forth the exact ballot question, requesting election services from the Los Angeles County Registrar-Recorder/County Clerk, authorizing the County canvass, and agreeing to reimburse the County for election costs.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF COMPTON DOES HEREBY ORDAIN AS FOLLOWS:

Section 1. Recitals. The recitals set forth above are true and correct and are incorporated herein by reference into this Ordinance.

Section 2. Call of Election; Submission to Voters. Pursuant to Charter section 1303, Compton Municipal Code section 6-2, and Elections Code section 9222, a Special Municipal Election is hereby called to be held in the City of Compton on Tuesday, November 3, 2026, for the purpose of submitting the Measure to the qualified voters of the City. The complete text of the proposed Measure is attached as Exhibit “A” and incorporated herein by this reference. The City’s designated Elections Official is authorized and directed to make non-substantive, clerical, formatting, or conforming changes to this Ordinance, the ballot question, and related election materials as may be required by the Los Angeles County Registrar-Recorder/County Clerk or applicable law, provided that those changes do not materially alter the Measure approved by the City Council for submission to the voters.

Section 3. Ballot Question. That the City Council of the City of Compton, pursuant to its right and authority, hereby orders submitted to the voters at the Special Municipal Election to be held on Tuesday, November 3, 2026, the following question:

YES
City of Compton Industrial/Warehouse Tax Measure.

Shall the measure with no tax on residents, funding
street/pothole/sewer drain repairs; maintaining
911/paramedic/medical responses; helping prevent
property crimes/burglaries; protecting drinking water
sources; maintaining public services, by establishing
a business license tax of up to $1 per square foot of
industrial/warehouse/manufacturing businesses with
large truck activity limiting annual increases to 3%,
providing approximately $10,000,000 annually until
ended by voters, requiring spending disclosure, all
funds used locally, be adopted?
NO
The City’s designated Elections Official is authorized to make minor, non-substantive changes to the ballot question to conform to Elections Code requirements and ballot formatting.

Section 4. Vote Requirement. That the vote requirement for the Measure to pass is a majority (50% +1) of the voters voting on the measure.

Section 5. Consolidation and County Election Services. Concurrently with the adoption of this Ordinance, the City Council has adopted Resolution No. ______ requesting that the Los Angeles County Board of Supervisors consolidate the Special Municipal Election with the Statewide General Election to be held on November 3, 2026, and requesting that the Los Angeles County Registrar-Recorder/County Clerk provide the ORDINANCE NO.___________
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election services specified in that Resolution. The City Clerk and the City’s designated Elections Official are authorized and directed to coordinate with the Los Angeles County Registrar-Recorder/County Clerk and to take all actions necessary to implement this Ordinance and the companion consolidation resolution.

Section 6. Form and Content of Ballot. The ballots to be used at the election shall be in the form and content as required by law, and the election shall be held and conducted in the manner prescribed by law.

Section 7. Opening of Polls. Pursuant to California Elections Code section 10242, the polls for the Special Municipal Election shall open at seven o'clock a.m. on the day of the election, and shall remain open continuously from that time until eight o'clock p.m. of the same day when the polls shall be closed, except as otherwise provided in California Election Code Section 14401.

Section 8. Applicable Law. In all particulars not recited in this Ordinance, the Special Municipal Election shall be held and conducted in accordance with the provisions of law regulating municipal and statewide elections.

Section 9. Notice. The notice of the time and place of holding the Special Municipal Election is hereby given and the City Clerk/City’s designated elections official is authorized, instructed and directed to give further or additional notice of the election, in the time, form and manner required by law.

Section 10. CEQA. The adoption of this Ordinance is exempt from the California Environmental Quality Act, Public Resources Code section 21000 et seq. (“CEQA”) and title 14, California Code of Regulations, section 15000 et seq. (“CEQA Guidelines”). The calling and noticing of a Special Municipal Election for the submission of a ballot measure to voters is not a project within the meaning of CEQA Guidelines Section 15378. The Measure to be submitted to the voters is a general tax that can be used for any lawful municipal purpose; it is not a commitment to any particular action or project. As such, under CEQA Guidelines section 15378(b)(4), the tax is not a project within the meaning of CEQA because it creates a government funding mechanism that does not involve any commitment to any specific project that may result in a potentially significant physical impact on the environment.

Section 11. Severability. That should any section, subsection, sentence, clause, or phrase of this Ordinance be for any reason held to be invalid or unconstitutional by a decision of any court of any competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance. The City Council hereby declares that it would have passed this Ordinance, and each and every section, subsection, sentence, clause, or phrase not declared invalid or unconstitutional without regard to whether any portion of the Ordinance would be subsequently declared invalid or unconstitutional.

Section 12. Effective Date. This Ordinance shall take effect immediately upon its passage and adoption pursuant to Compton Charter section 611. The City Clerk is directed to cause this Ordinance to be published and/or posted as required by law.

Section 13. Signature and Attestation. That the Mayor shall sign and the City Clerk shall attest to the adoption of this Ordinance.

ADOPTED this 4th day of August, 2026.
_______________________________

EMMA SHARIF

MAYOR OF THE CITY OF COMPTON
ORDINANCE NO.___________
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01478.0029 2173170.1
ATTEST:
___________________________________
SATRA D. ZURITA

CITY CLERK OF THE CITY OF COMPTON
ORDINANCE NO.___________
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01478.0029 2173170.1

STATE OF CALIFORNIA

COUNTY OF LOS ANGELES
CITY OF COMPTON: ss
I, Satra D. Zurita, City Clerk of the City of Compton, hereby certify that the foregoing Ordinance was adopted by the City Council, signed by the Mayor and attested by the City Clerk at a regular meeting thereof held on the 4th day of August, 2026.

That said Ordinance was adopted by the following vote to wit:

AYES: COUNCIL MEMBERS-
NOES: COUNCIL MEMBERS-
ABSENT: COUNCIL MEMBERS-
ABSTAIN: COUNCIL MEMBERS-
___________________________________
SATRA D. ZURITA

CITY CLERK OF THE CITY OF COMPTON
ORDINANCE NO.___________
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01478.0029 2173170.1
Exhibit “A”

CITY OF COMPTON INDUSTRIAL FACILITIES AND WAREHOUSE BUSINESS

LICENSE TAX ORDINANCE
01478.0029 2173169.1
Ordinance No. (Next in Order)

ORDINANCE NO. ___________

AN ORDINANCE OF THE PEOPLE OF THE CITY OF

COMPTON, CALIFORNIA, APPROVING AND

IMPLEMENTING A GENERAL BUSINESS LICENSE TAX

ON DISTRIBUTION FACILITIES, INDUSTRIAL

BUSINESSES (AS DEFINED), INDUSTRIAL STORAGE

FACILITIES, AND TRUCK YARDS, AT A RATE NOT TO
EXCEED $1.00 PER SQUARE FOOT OF TAXABLE AREA,

SUBJECT TO AUTOMATIC ANNUAL INCREASES BY THE

LESSER OF THREE PERCENT OR CPI, BY ADDING
SECTION 3-6 (DISTRIBUTION FACILITY, INDUSTRIAL

BUSINESS, INDUSTRIAL STORAGE FACILITY, AND
TRUCK YARD TAX) TO CHAPTER 3 (TAXATION) OF THE

COMPTON MUNICIPAL CODE
WHEREAS, the City of Compton (“City”) is a charter city and, under section 400 of the City Charter, and Government Code section 37101, has the authority to impose a license tax upon lawful businesses operating within the City; and WHEREAS, pursuant to article XIII C, section 2(b) of the California Constitution, a proposed general tax must be submitted to the electorate at a regularly scheduled general election for members of the City Council and approved by a majority of the votes cast on the measure; and
WHEREAS, by Ordinance No. 2368, the City Council called a General Municipal Election to be held on November 3, 2026, for the election of municipal officers, including members of the City Council, and requested that the election be consolidated with the statewide general election to be held on the same date; and WHEREAS, Government Code section 53724 identifies information to be included in an ordinance or resolution proposing a general tax, including the type and rate of the tax, the method of collection, and the election date; and WHEREAS, City Charter section 607 requires at least three affirmative votes of the City Council for enactment of an ordinance or resolution unless a higher vote is required by another provision of the Charter; and
WHEREAS, Charter section 1303 provides that municipal elections other than the General Municipal Election described in Charter section 1302 are special municipal elections and shall be called by ordinance; Compton Municipal Code section 6- 2 requires the City Council to order all primary nominating, general municipal elections, and special municipal elections by ordinance; and Charter section 1304 and Municipal Code section 6-1 provide for use of applicable Elections Code procedures to the extent they do not conflict with the Charter or applicable City law; and 01478.0029 2173169.1
Ordinance No. (Next in Order)

WHEREAS, the City is responsible for maintaining essential municipal services and protecting the public health, safety, and welfare of the City of Compton community; and
WHEREAS, the City is committed to maintaining a safe, high-quality community, delivering emergency response services, and providing essential municipal services and facilities for residents, businesses, and visitors; and WHEREAS, the City has historically maintained strong financial restraint to protect against unexpected economic conditions and ensure a healthy reserve policy that protects against economic volatility and prioritizes essential services; and WHEREAS, General Fund revenues support essential services, including police protection, 911 emergency response, youth and senior programs, library services, parks, infrastructure maintenance, and general municipal operations; and WHEREAS, the City has over 16,000,000 square feet of
industrial/warehouse building area, most or all of which is being used by businesses that have sought the benefits of the City of Compton’s location; and WHEREAS, many of the warehousing and industrial businesses in the City other than e-commerce facilities do not generate sales tax revenues to help fund City operations; and
WHEREAS, this Ordinance applies uniformly to qualifying non-e-commerce distribution facilities, industrial businesses, industrial storage facilities, and truck yards based upon the taxable area principally and actively used in qualifying business operations; and
WHEREAS, these businesses require police patrol services and fire and emergency response services, and create wear and tear on City streets through use of heavy trucks; and
WHEREAS, the business license tax imposed by this Ordinance would help diversify the City’s revenue sources to ensure stable fiscal operations and aid in compensating for changing consumer shopping patterns; and WHEREAS, the City Council finds that revenues from a general business license tax would stay in the City to support essential services and community priorities, including maintaining 911 emergency response and proactive law enforcement, maintaining senior and youth programs, maintaining streets and sidewalks, and maintaining safe parks; and
WHEREAS, the City Council finds that preserving local control is important because the City is directly accountable to local voters for the provision of City services and infrastructure, and the City requires stable, locally controlled revenue to address 01478.0029 2173169.1
Ordinance No. (Next in Order)

infrastructure needs and maintain essential services; and WHEREAS, keeping the tax local will provide critical oversight and financial disclosure responsibilities to the City for it to execute and transparently communicate to the residents of the City, including an audit of such funds generated from the measure; and
WHEREAS, all proceeds of the tax will be deposited in the City’s General Fund and may be used for any lawful municipal purpose; and WHEREAS, the tax will be imposed upon persons conducting or operating qualifying distribution facilities, industrial businesses (as defined to include manufacturing facilities with regular large truck activity), industrial storage facilities, and truck yards, and will be measured by the indoor and outdoor area used in conducting those businesses, with specified areas excluded; and
WHEREAS, the tax is a business license tax and is not imposed upon the ownership of real property. The tax is not based on property ownership, assessed value, parcel size, rental value, storage capacity, or the mere existence or ownership of land, buildings, tanks, equipment, or other improvements; and WHEREAS, qualifying e-commerce facilities will be exempt from the tax to the extent provided herein; and
WHEREAS, the City Council may establish the operative tax rate by resolution at an amount not exceeding the voter-authorized maximum rate, and if the City Council does not establish the initial operative rate before the tax first becomes due, the initial operative rate will be one dollar ($1.00) per square foot of taxable area; and WHEREAS, the initial voter-authorized maximum rate of $1.00 per square foot of taxable area will be subject to the annual adjustment formula stated in this Ordinance; and
WHEREAS, if approved by the voters, this Ordinance will be considered adopted on the date the City Council declares the election results and will take effect ten (10) days thereafter, at which time the tax will commence and continue until ended by the voters.

NOW, THEREFORE, THE PEOPLE OF THE CITY OF COMPTON DO
HEREBY ORDAIN AS FOLLOWS:

Section 1. Recitals. The recitals set forth above are true and correct and are incorporated herein by reference into this Ordinance.

Section 2.Subject to the approval of a majority of the votes cast on the measure by the voters of the City of Compton at the Special Municipal Election called by 01478.0029 2173169.1
Ordinance No. (Next in Order)

the City Council in a separate ordinance, Section 3-6 shall be added to Chapter 3 (Taxation) of the Compton Municipal Code to read in its entirety as follows:
“3-6 – DISTRIBUTION FACILITY, INDUSTRIAL BUSINESS, INDUSTRIAL

STORAGE FACILITY, AND TRUCK YARD TAX
3-6.1 Purpose
This Section establishes a general business license tax to generate revenue for general governmental purposes. All proceeds shall be deposited in the City’s General Fund and may be used for any lawful municipal purpose, including, but not limited to, maintaining public safety; repairing and maintaining streets, roads, and potholes; improving traffic and pedestrian safety; maintaining public infrastructure; supporting economic development; and providing other general City services. The listed purposes are illustrative only and do not legally restrict the City Council’s authority to appropriate the proceeds through the City’s regular budget process. All proceeds shall be retained by the City and used for City governmental purposes.
3-6.2 Definitions
The following definitions apply to this Section unless the context clearly denotes otherwise:
“City Manager” means the City Manager of the City of Compton or the City Manager’s authorized designee.
“Consumer Price Index” or “CPI” means the Consumer Price Index for All Urban Consumers, All Items, for the Los Angeles-Long Beach-Anaheim metropolitan area, not seasonally adjusted, published by the United States Bureau of Labor Statistics, or a comparable successor index designated by the City Council if that index is discontinued or materially altered. “Distribution facility” means a business operation, facility, building, portion of a building, outdoor business area, or combination thereof principally used for receiving, storing, consolidating, handling, staging, transferring, or distributing goods, waste, hazardous liquids, wares, equipment, or merchandise, for eventual delivery or distribution to another location. “Distribution facility” includes, but is not limited to, a high-cube parcel hub warehouse as described in the Institute of Transportation Engineers Trip Generation Manual, 11 th Edition (Land Use Code 156). However, except as otherwise provided in Section 3-6.3 (C), “distribution facility” does not include an e-commerce facility.
“E-commerce facility” means a business operation, facility, building, 01478.0029 2173169.1
Ordinance No. (Next in Order)

separately identifiable portion of a building, outdoor operational area, or combination thereof principally used to receive, store, process, pick, pack, handle, stage, or ship goods ordered by end consumers through an online or electronic commerce platform for delivery directly to end consumers. “Fiscal year” means the period beginning on July 1 of a given year and ending on the following June 30.
“Gross floor area” means the covered and enclosed area located within the perimeter of a building or structure and principally and actively used in conducting a qualifying business during the applicable fiscal year, measured to the exterior face of its exterior walls. The City Manager may determine gross floor area using approved building plans, certificates of occupancy, City building records, lease plans, field measurements, or other reliable information. Gross floor area does not include exterior parking areas, public rights-of-way, or other unenclosed areas. “Industrial business” means a business consisting primarily of indoor or outdoor manufacturing with regular large truck activity as determined by the City Manager.
“Industrial storage facility” means a business operation, facility, building, portion of a building, outdoor business area, or combination thereof in which the receipt, accumulation, storage, holding, or transfer of industrial materials is a substantial and integral part of ongoing business activity and the industrial materials are regularly received or transported by large truck.

The term includes storage occurring before, during, or after processing, recycling, recovery, treatment, blending, manufacturing, or other industrial handling. The term does not include storage that is incidental and subordinate to a principally retail, office, vehicle-service, or other nonqualifying use.
“Industrial materials” means raw materials, products, byproducts, residuals, recyclable or recovered materials, wastes, fuels, lubricants, chemicals, liquids, gases, metals, commodities, or similar materials used, generated, processed, stored, or transferred in an industrial operation. “Large truck” means a truck exceeding a gross weight of 5 tons, including any detachable chassis, trailer or semitrailer, and any intermodal container or other load being transported thereon.
“Operative rate” means the tax rate in effect under this Section for a fiscal year, as established by City Council resolution or, if applicable, pursuant to Section 3-6.4 (C). The operative rate shall not exceed the voter-authorized maximum rate then in effect.
01478.0029 2173169.1
Ordinance No. (Next in Order)

“Outdoor business area” means the outdoor portion of premises principally used in conducting or operating a distribution facility, industrial business, industrial storage facility, or truck yard, including but not limited to unenclosed or semi-enclosed areas used for storage, staging, loading, unloading, handling, parking, or standing of commercial trucks, truck tractors, tanker trucks, trailers, chassis, intermodal containers, machinery, goods, wares, merchandise, or equipment. Notwithstanding the foregoing, “outdoor business area” does not include: (i) truck or passenger vehicle travel or circulation lanes, ingress or egress points, or queuing areas; (ii) parking areas that are devoted and used solely for passenger vehicles of employees or visitors; (iii) landscaping; (iv) public rights-of-way; (v) stormwater facilities; (vi) fire or emergency access lanes; (vii) vacant or unused land; (viii) tanks, equipment, or improvements that are idle, decommissioned, or out of service for the entire applicable month; or (ix) reserve storage capacity or area not actually used in qualifying business operations.
“Person” shall have the same meaning as provided in Section 1-3 of this Code.
“Tax” means the annual general business license tax imposed by this Section.
“Taxable area” means the combined gross floor area and outdoor business area principally used in operating a distribution facility, industrial business, industrial storage facility, or truck yard. Taxable area does not include an area qualifying for the e-commerce facility exemption set forth in Section 3-

6.3 (C) or an area exclusively used by a separate nontaxable business. A premises or portion of a premises meeting more than one taxable business classification shall be counted only once in determining taxable area. “Truck yard” means a business operation or premises principally used for parking, storing, staging, or dispatching commercial trucks, truck tractors, trailers, semitrailers, chassis, or intermodal containers, whether loaded or empty. Employee, customer, or visitor automobile parking and commercial vehicle parking that is incidental and subordinate to another principal business use would not constitute a truck yard.
“Voter-authorized maximum rate” means the maximum tax rate approved by the voters as set forth in Section 3-6.3 (B), which is initially one dollar ($1.00) per square foot of taxable area per fiscal year, and as annually adjusted pursuant to Section 3-6.3 (B).
3-6.3 Tax
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A. Every person conducting or operating a distribution facility, industrial business, industrial storage facility, or truck yard within the City shall pay an annual business license tax at the operative rate in effect for the applicable fiscal year. The City Manager shall calculate the tax by multiplying the applicable operative rate by the taxpayer’s taxable area. The City Council may by resolution establish, increase, or reduce the operative rate, provided that the operative rate shall not at any time exceed the voter- authorized maximum rate in effect for the applicable period.

B. The voter-authorized maximum rate shall initially be one dollar ($1.00) per square foot of taxable area per fiscal year, subject to automatic annual increases as provided in this subsection. Beginning July 1, 2027, and on each July 1 thereafter, the initial voter-authorized maximum rate shall be automatically increased by the lesser of: (1) three percent; or (2) the percentage increase, if any, in the Consumer Price Index for the 12- month period ending in May immediately preceding the adjustment date. If the Consumer Price Index does not increase during the applicable period, the voter-authorized maximum rate shall remain unchanged for that period.

The operative rate shall not automatically increase when the voter- authorized maximum rate is automatically adjusted as provided herein.

C. No tax shall be imposed on an area principally used as an e- commerce facility, except as provided in this subsection. When a facility includes both (i) e-commerce facility operations and (ii) distribution facility, industrial business, industrial storage facility, or truck yard operations, only the separately identifiable areas principally used for e-commerce facility operations, as determined by the City Manager, shall be exempt from the tax; areas of the facility that are not separately identifiable as principally used for e-commerce facility operations, as determined by the City Manager, shall not be exempt from the tax.

D. All proceeds from the tax shall be retained by the City, deposited in the City’s General Fund, and available for appropriation for any lawful municipal purpose.

E. The tax is in addition to any other business license fee or tax imposed under this Code.

F. Notwithstanding any other provision of this section, the tax shall not be imposed to the extent prohibited or limited by state or federal law. To the extent Health and Safety Code section 25173.5 applies to a facility or activity, the tax attributable to treatment, storage, or disposal of hazardous waste shall not exceed the applicable statutory limitation and shall not be imposed upon an activity excluded by that section. The City Manager may reasonably allocate taxable area and tax among recycling, 01478.0029 2173169.1
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treatment, storage, disposal, transfer, processing, and other activities based upon permits, operational records, gross-receipts information, and other reliable evidence. This section shall also be administered consistently with Health and Safety Code section 25149 to the extent applicable. Nothing in this subsection determines or alters the regulatory classification of a facility, material, or activity under state or federal law. 3-6.4 Operation.

A. Failure or refusal to pay the tax shall be subject to penalties, interest charges, deficiency determinations, assessments, and other enforcement remedies provided for in this Section, this Code, or pursuant to applicable law.

B. The City Council may by resolution establish and adjust the operative rate at any rate up to the voter-authorized maximum rate and may establish exemptions, incentives, deductions, or other reductions, and penalties, interest charges, or procedures for determining tax due, as otherwise permitted by this Code and applicable law. No action by the City Council under this Section shall prevent it from later increasing the operative rate or modifying or removing an exemption, incentive, deduction, or other reduction, provided that the action does not cause the operative rate to exceed the voter-authorized maximum rate in effect for the applicable period or otherwise constitute a tax increase requiring voter approval under applicable law.

C. If the City Council has not adopted a resolution establishing the operative rate before the tax first takes effect, the initial operative rate shall be one dollar ($1.00) per square foot of taxable area per fiscal year, and such initial operative rate shall thereafter remain in effect unless and until changed by resolution of the City Council. As provided in Section 3-6.3 (B), an automatic annual adjustment to the voter-authorized maximum rate shall not automatically change the operative rate. Except as provided in the first sentence of this subsection, any setting or adjustment of the operative rate requires a resolution of the City Council.
3-6.5 Returns and Remittances.

The tax shall be due and payable as follows:

A. The tax shall be due and payable annually on a fiscal year basis, on a due date established by the City Manager. The initial due date shall be established after the effective date of this Section.

B. All tax payments shall be accompanied by a tax return 01478.0029 2173169.1
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prepared by the taxpayer on a form provided by the City Manager. The tax return shall include a statement of the taxable area, the operative rate, and the amount of tax owed for the applicable fiscal year.

C. Tax payments for all outstanding taxes owed to the City are immediately due upon cessation of business for any reason.

D. Whenever any payment, statement, report, request, or other communication received by the City Manager is received after the time prescribed by this section for the receipt thereof, but is in an envelope bearing a postmark showing that it was mailed on or before the date prescribed, or whenever the City Manager is furnished substantial proof that the payment, statement, report, request, or other communication was in fact deposited in the United States mail on or prior to the date prescribed for receipt thereof, the City Manager may regard the payment, statement, report, request, or other communication as timely received. If the due date falls on a Saturday, Sunday, or a federal holiday, the due date shall be the next City business day.

E. Unless otherwise specifically provided in this Section, the taxes required to be paid pursuant to this Section shall be deemed delinquent if not paid on or before the due date established by the City Manager pursuant to subsection (A) of this section.

F. The City Manager is not required to send any delinquency or other notice or bill to any person under this Section and failure to send a notice or bill shall not affect the validity of any tax, penalty, or interest due under the provisions of this Section.
3-6.6 Failure to Pay Tax.

Any person who fails or refuses to pay all or any portion of the tax required to be paid pursuant to this Section on or before the due date shall pay penalties and interest on the unpaid amount as follows:

A. A penalty equal to 25% of the amount of tax remaining unpaid as of the due date, in addition to the unpaid tax, plus interest on the delinquent tax calculated from the due date at a rate of 10% per annum. If any portion of the tax remains unpaid for more than 30 days after the due date, an additional penalty equal to 25% of the amount of tax then remaining unpaid shall be imposed, plus interest on the delinquent tax and interest on the unpaid penalties calculated at the rate of 10% per annum. The penalty and interest rates provided herein may be adjusted by resolution of the City Council.
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B. Whenever a check is submitted in payment of a tax and the check is subsequently returned unpaid by the bank upon which the check is drawn, and the check is not redeemed on or before the due date, the taxpayer shall be liable for the portion of the tax represented by the returned check that remains unpaid, plus penalties and interest as provided in this section, plus any amount allowed under state law.

C. The City Manager may waive any penalty(ies) imposed upon any person pursuant to subsections (A) and/or (B) of this section if:
(1) The person provides evidence satisfactory to the City Manager that the failure to pay timely was due to circumstances beyond the control of the person and occurred notwithstanding the exercise of ordinary care and the absence of willful neglect, and the person pays the delinquent tax and accrued interest owed to the City before applying to the City Manager for a waiver.
(2) The waiver provisions specified in this subsection shall not apply to principal delinquent tax amounts nor to interest accrued on the delinquent tax, and a waiver shall be granted no more than once for the same person during any 24-month period.
3-6.7 Refunds.

A. No refund shall be made of any tax collected pursuant to this Section, except as provided in this section.

B. No refund of any tax collected pursuant to this Section shall be made because of the discontinuation, dissolution, or other termination of operation of a distribution facility, industrial business, industrial storage facility, or truck yard.

C. Any person entitled to a refund of taxes paid pursuant to this Section may elect in writing to have the refund applied as a credit against the tax next due under this Section for the succeeding fiscal year.

D. Whenever the amount of any tax, penalty, or interest has been overpaid, paid more than once, and/or erroneously or illegally collected or received by the City under this Section, the excess amount may be refunded to the person who paid the tax, provided that such person files written claim for refund with the City Manager on a form provided by the City Manager, and subject to the limitations set forth in subsections (E) and (F) of this section.

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eligibility for the requested refund. No claim for refund shall be allowed if the claimant refuses, after a request by the City Manager, to allow the examination of the claimant's books and business records, in whole or in part.

F. The City Manager may initiate or approve a refund or credit when an overpayment or erroneous collection is identified or confirmed through a City audit. If the overpayment or erroneous collection resulted from an error by the City, the City shall refund the full amount. If the overpayment or erroneous collection resulted from an error by the taxpayer, the City may deduct from the refund or credit the reasonable administrative costs actually incurred by the City in determining and processing the refund or credit, to the extent permitted by law.
3-6.8 Duration.

The tax imposed by this Section shall continue until ended by the voters. 3-6.9 Administration; Enforcement; Violation.

A. The City Manager shall enforce and administer each and all provisions of this Section.

B. The City Manager may adopt reasonable rules and
regulations for the efficient administration of this Section.

C. The City Manager may audit and examine the books and records of any person conducting, operating, or managing a distribution facility, industrial business, industrial storage facility, or truck yard to determine the taxable area, verify a return or other filing, and determine the amount of tax required to be paid under this Section. Records subject to examination may include building plans, site plans, certificates of occupancy, lease documents, business records, and other information reasonably necessary to administer the tax. If the person refuses, after written demand, to make the requested books or records available for audit, examination, or verification, the City Manager may make an assessment pursuant to Section 3-6.10 based on the information available to the City Manager.

D. The conviction and punishment of any person for failure to pay the required tax shall not excuse or exempt the person from any civil action for the tax debt, penalties or interest unpaid at the time of such conviction or thereafter. No civil action shall prevent a criminal prosecution for any violation of this Section or any state law requiring the payment of all taxes, penalties and interest.
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E. Any person who violates this Section or a rule or regulation adopted pursuant to this Section, or who knowingly or intentionally makes a material misrepresentation to a City officer or employee concerning the administration of this Section, shall be guilty of a misdemeanor.

F. Any violation of this Section, at the discretion of the City prosecutor, is punishable as a misdemeanor or an infraction pursuant to Section 1-6 of this Code. In addition, any violation of the provisions of this Section is subject to administrative citation, at the discretion of the City, pursuant to Section 1-7 of this Code.

G. The remedies described in this Section are not mutually exclusive. Pursuit of any one remedy shall not preclude the City from availing itself of any or all available administrative, civil, or criminal remedies, at law or in equity.
3-6.10 Debts; Deficiency Determinations; Assessments;
Hearings.

A. Any unpaid portion of the tax, together with all penalties and interest accruing on the unpaid amount, shall constitute a debt owed to the City. Any person required to pay the tax who fails to pay all or any portion of the tax when due shall be liable in an action brought in the name of the City in any court of competent jurisdiction for the unpaid tax and all applicable penalties and interest.

B. If the City Manager is not satisfied that a tax return or other form filed pursuant to this Section is correct, or that the amount of tax has been correctly computed, the City Manager may determine the amount of tax due based on the information contained in the filing and any other information available to the City Manager. The City Manager may make one or more deficiency determinations for one or more fiscal years.

If a person discontinues operating a distribution facility, industrial business, industrial storage facility, or truck yard, the City Manager may make a deficiency determination at any time within three years after the person discontinues the business for any tax liability arising from operation of the business. A deficiency determination shall constitute an assessment and shall be subject to the notice and hearing procedures set forth in subsections (C) and (D) of this Section.

C. Under any of the following circumstances, the City Manager may make and give notice of an assessment of the amount of unpaid tax owed by a person under this Section:
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(1) If the person has not filed any form required under this Section.
(2) If the person has not paid all or any portion of a tax due under this Section.
(3) If the person has not, after demand by the City
Manager, filed a corrected form required by this Section, or furnished to the City Manager adequate substantiation of the information contained in a form required by this Section already filed, or paid any additional amount of tax determined to be due under this Section. (4) If the City Manager determines that the nonpayment of any tax due under this Section is due to fraud, a penalty equal to 25 percent of the unpaid tax attributable to the fraud shall be added to the amount due, in addition to any other penalties and interest imposed under this Section. The City Council may adopt a resolution changing the penalty rate provided herein.
(5) The notice of assessment shall separately state the amount of unpaid tax known or estimated by the City Manager to be due. Any estimate shall be based on the information available to the City Manager concerning the business and activities of the person assessed. The notice shall also separately state the penalties and interest accrued on the unpaid tax through the date of the notice. (6) The notice of assessment shall be served by personal delivery to the person or by deposit in the United States mail, postage prepaid, addressed to the person at the business address shown on the person’s business tax certificate, at another address registered with the City Manager for receipt of notices under this Section, or, if no such address is available, at the person’s last known address.

Service by mail is complete at the time of deposit in the United States mail.

D. Within ten days after the date of service of an assessment of the amount of tax owed by a person under this Section, the person assessed may apply in writing to the City Manager for a hearing on the assessment. If a written application for a hearing before the City is not made within the time herein prescribed, the tax assessed by the City Manager shall become final and conclusive. The procedures for the hearing shall be conducted as required by law and as follows:
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The compensation of the hearing officer shall not depend on any particular outcome of the hearing. The hearing officer shall have full authority to conduct and decide the hearing on the assessment in the manner set forth herein and as required by this Section and applicable law.
(2) Within 30 days after the City Manager receives a timely application for a hearing, the City Manager shall cause the matter to be set for hearing before an independent hearing officer, unless a later date is agreed to by the City Manager and the person requesting the hearing.
(3) Notice of the hearing shall be given by the City
Manager to the person requesting the hearing not later than five (5) days before the hearing. The hearing officer may continue the administrative hearing from time to time. At the hearing, the person assessed may appear and present evidence and argument
concerning why the assessment should be modified or withdrawn. In conducting the hearing, the hearing officer shall not be limited by the technical rules of evidence. Failure of the person who applied for the hearing on the assessment to appear shall not affect the validity of the proceedings or any decision or order issued thereon. (4) No later than ten (10) days after the conclusion of the hearing, the hearing officer shall determine and reassess the proper tax to be charged and shall give written notice to the person in the manner prescribed in this Section for giving notice of assessment, and the hearing officer shall submit the hearing officer’s decision and the administrative record to the City Clerk. The decision of the hearing officer shall be final and conclusive.
3-6.11 Accountability Provisions.

A. All proceeds shall be deposited in the City’s General Fund.

Nothing in this Section restricts or dedicates the proceeds to any particular program, service, project, or expenditure.

B. The City Manager shall prepare an annual public report stating the operative rate imposed, the amount of tax collected, and the costs of administering the tax. The collection and accounting of the tax shall be reviewed as part of the City’s annual independent financial audit. 3-6.12 Council Authority to Amend.

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to amend it in any manner, including to further its purposes and intent or improve its administration, provided that an amendment does not increase the voter-authorized maximum rate or otherwise constitute a tax increase requiring voter approval under article XIII C of the California Constitution.

The City Council may establish, increase, or reduce the operative rate within the voter-authorized maximum rate and may establish, modify, or remove exemptions, incentives, deductions, or other reductions only as expressly authorized by this Section and applicable law. Only the voters may repeal the tax imposed by this Section.

Section 3. Purpose. The purpose of the general business license tax contemplated by this Ordinance is to raise revenue for general governmental purposes.

All proceeds shall be deposited in the City’s General Fund and may be used for any lawful municipal purpose.

Section 4. Administration, Implementation, and Enforcement. The tax contemplated by this Ordinance shall be administered, implemented, and enforced in accordance with the Compton Municipal Code, as it may be amended from time to time.

Section 5. Effective Date. If a majority of the voters of the City of Compton voting on this Ordinance at the Special Municipal Election held on November 3, 2026, vote in favor of the Ordinance, the Ordinance shall be enacted pursuant to Elections Code section 9222, shall become a valid and binding ordinance of the City, and shall be considered adopted on the date the City Council declares the election results. The Ordinance shall take effect ten (10) days after that date pursuant to Elections Code section 9217. The tax imposed by this Ordinance (or by Compton Municipal Code Section 3-6 enacted by this Ordinance) shall commence on the effective date of this Ordinance.

Section 6. City Council Authority to Amend. This is a City Council- sponsored Ordinance submitted to the voters pursuant to Elections Code section 9222.

Pursuant to Elections Code section 9217, the voters expressly authorize the City Council to amend this Ordinance as provided in this section and Compton Municipal Code section 3-6.12. The City Council may amend the Ordinance in any manner that does not increase the voter-authorized maximum rate, or otherwise constitute a tax increase requiring voter approval under article XIII C of the California Constitution. The City Council may establish, increase, or reduce the operative rate within the voter-authorized maximum rate and exercise the other authority as expressly authorized by Compton Municipal Code Section 3-6. Any amendment shall remain subject to the limitations stated in this section and Compton Municipal Code section 3-6.12. Only the voters may repeal the tax imposed by this Ordinance.

Section 7. Severability. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held to be invalid or unenforceable by a court of competent jurisdiction, the remaining portions of this Ordinance shall nonetheless remain in full force and effect. The People hereby declare that they would 01478.0029 2173169.1
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have adopted each section, subsection, sentence, clause, phrase, or portion of this Ordinance, irrespective of the fact that any one or more sections, subsections, sentences, clauses, phrases, or portions of this Ordinance are declared invalid or unenforceable.

Section 8. CEQA. This Ordinance establishes a general tax that may be used for any lawful municipal purpose and does not commit the City to any specific project that may result in a potentially significant physical impact on the environment.

Accordingly, the Ordinance is not a project within the meaning of the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines section 15378(b)(4) and is not subject to further environmental review pursuant to CEQA Guidelines section 15060(c)(3).

Section 9. Execution. The Mayor of the City of Compton is hereby authorized and directed to acknowledge the adoption of the Ordinance by the voters of the City of Compton by signing where indicated below.

I hereby certify that the foregoing Ordinance was PASSED, APPROVED, and ADOPTED by a majority of the voters voting on the Ordinance at the Special Municipal Election held on November 3, 2026, and was declared adopted by the City Council on ________, 2026.
_______________________________

EMMA SHARIF

MAYOR OF THE CITY OF COMPTON
ATTEST:
___________________________________
SATRA D. ZURITA

CITY CLERK OF THE CITY OF COMPTON
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STATE OF CALIFORNIA

COUNTY OF LOS ANGELES
CITY OF COMPTON: ss
I, Satra D. Zurita, City Clerk of the City of Compton, hereby certify that the foregoing Ordinance was adopted by the City Council, signed by the Mayor and attested by the City Clerk at a regular meeting thereof held on the _____ day of ___________, 2026.

That said Ordinance was adopted by the following vote to wit:

AYES: COUNCIL MEMBERS-
NOES: COUNCIL MEMBERS-
ABSENT: COUNCIL MEMBERS-
ABSTAIN: COUNCIL MEMBERS-
___________________________________
SATRA D. ZURITA

CITY CLERK OF THE CITY OF COMPTON
Revised 9-4-24

FINAL REPORT

UPDATE OF

PAVEMENT MANAGEMENT PROGRAM
(Citywide)

2024-2029

City of Compton, CA
July 26, 2024

100-21

July 26, 2024

Mr. John Strickland
Public Works Project Manager
City of Compton
205 South Willowbrook Avenue
Compton, CA 90220

Subject: Final Report - Update of the Pavement Management Program

Dear John:

As part of the 2024 Update of the Pavement Management Program for the City of Compton, Bucknam Infrastructure Group, Inc. (Bucknam) is pleased to submit the Final Report for the City’s pavement network.

The information contained in this report was used to develop the recommended improvement program for the pavement network. The report covers the following categories:

• Executive Summary (Section I)

• Pavement Management Program Development and Reporting (Section II)

• Pavement Conditions For Each Segment in the Network (PCI Report – Section III) The Pavement Condition Index report shows the present condition of each street in the pavement network. In addition, the report shows the basic geometry of each street segment.

• Forecast Maintenance Reports (Section IV)

• Recommended Maintenance and Repair Strategies
The recommended maintenance and repair strategies were used to generate the Forecasted Maintenance & Rehabilitation Report and were based on our 2024 inspections. Additionally, we have assessed and incorporated unit cost and maintenance application practices/types with our strategies.

• Projected Projects based on M&R Strategies
The Forecasted Maintenance & Rehabilitation Report projects the street maintenance activities required for the next five years, broken down to show maintenance levels for Arterials and Collectors streets. The report included in this section is broken down by fiscal year.

Our thorough analysis of previous and current Compton PMP strategies enabled our staff to make proactive recommendations to the City’s pavement CIP. All comments received from the City have been incorporated in the reports that follow. All of the City’s issues and needs that were brought to our attention a re included in the report. It has been a pleasure working with you and the City on updating your Pavement Management Program. We look forward to the continued success of this project and future teamwork with City staff.

Sincerely,

Bucknam Infrastructure Group, Inc.

Peter J. Bucknam
Project Manager
Infrastructure Management – GIS Services

City of Compton Page i
2024 Pavement Management Program
Final Report – July 26, 2024

TABLE OF CONTENTS

I. Executive Summary
A. Compton Pavement Network
B. Current Citywide Conditions
C. Maintenance Strategy Development
D. Annual Budget Projections
E. Quality Control Efforts
F. Findings and Recommendations

II. Pavement Management Program-Capital Improvement Program A. Pavement Management Program Update 2023-24
B. Maintenance Strategy Assignments
C. Multi-Year Annual Work Program Projects
i. Actual Budget ($10 million/yr)
ii. Maintain PCI Budget
D. Condition Distribution Report
E. Calculation of PCI
F. Compton MyRoads® PMP Web-Portal
G. Sample Distress Photos – Recommended Treatment

III. Pavement Condition Index (PCI) Reports
A. Pavement Condition Index Reports - Definitions
B. 2024 Compton PCI Map
C. Name Order (A-Z)
D. PCI Order (0-100)

IV. Forecast Maintenance / Rehabilitation Report
A. Projected Annual Budget Recommendations, Five Year Plan (2024-2029)

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Final Report – July 26, 2024

Table and Figure Reference Page #

Figure 1 – Pavement Area by Rank Sec 1-2
Figure 2 – Historical Compton PCI Findings (FY 2014-2024) Sec 1-3 Figure 3 – PCI Distribution for All Streets (by section mi.) Sec 1-6 Figure 4 – Sample Pavement Life Cycle Sec 2-3
Figure 5 – Resulting Network PCI & Budget Expenditures (Actual Budget) Sec 2-7 Figure 6 – Resulting Network PCI & Budget Expenditures (Maintain Budget) Sec 2-10 Figure 7 – PCI Calculation Worksheet Sec 2-13
Figure 8 – Compton MyRoads® PMP Web-Portal Sec 2-14 Figure 9 – Arterial/Collector Condition Distribution Sec 2-15 Figure 10 – Local Condition Distribution Sec 2-15 Figure 11 – Sample Distress Photos – Recommended Treatment Sec 2-16 Figure 12 – 2024 Compton PCI Map Sec 3-4

Table 1 – Historical and Summary Findings for Compton PMP Network Sec 1-3 Table 2 – Condition Distribution by Mileage for All Streets Sec 1-4 Table 3 – Neighboring City PCI’s Sec 1-4
Table 4 – Citywide Projection Utilizing “Actual” Budget Sec 1-9 Table 5 – Five-Year Projection Demonstrating Required Budget to Maintain PCI of 61 Sec 1-9 Table 6 – PCI Range Sec 2-2
Table 7 – Maintenance Strategy Assignments Sec 2-2 Table 8 – Citywide Projection Utilizing “Actual” Budget ($10.0 mil/yr) Sec 2-6 Table 9 – F
ive -Year Projection Demonstrating Required Budget to Maintain PCI of 61 Sec 2-9

Acronym Listing
American Society for Testing and Materials (ASTM)
Army Corps of Engineers (ACOE)
Asphalt Concrete (AC)
Asphalt Rubber Hot Mix (ARHM)
Average Daily Traffic (ADT)
Capital Improvement Program (CIP)
Geographic Information System (GIS)
Los Angeles County MTA (METRO)
Maintenance and Repair (M&R)
Pavement Condition Index (PCI)
Pavement Management Program (PMP)
Portland Cement Concrete (PCC)
Remove & Replace (R&R)

City of Compton Page 1
2024 Pavement Management Program
Final Report – July 26, 2024 Section I

SECTION I

EXECUTIVE SUMMARY

2024 UPDATE OF PAVEMENT MANAGEMENT SYSTEM

This report reflects the continued commitment and proactive management of the City’s Pavement Management Program (PMP); the last major update to the City’s PMP was performed in 2021. As the City of Compton continues to show growth in its population, demographics, infrastructure and maintenance needs, the street network is demonstrating similar needs in regard to capital revenues and capital improvement program management.

Today, the City is currently using the Army Corps of Engineers pavement management program, MicroPAVER, to manage the 205 miles within street network. This software is essential to the City in that it assists Public Works staff in identifying what levels of annual funding are needed to maintain and/or improve the pavement conditions across the network. These funds are vital for the annual arterial / collector street capital improvement program projects as well as for c ost-effectively managing the local network through proactive cyclical maintenance/rehabilitation and scheduling. Under this project, the City has incorporated the update of its unique Pavement Management – GIS MyRoads® PMP web-portal and GIS layers that assist the City in spatially analyzing pavement conditions and economic needs for a given pavement segment or citywide.

The Compton PMP has been developed to assist City personnel by providing current data on the City street networks and to develop cost -effective maintenance / rehabilitation strategies to maintain a desirable level of pavement performance on a network scale; this optimiz es the expenditure of limite d fiscal resources. The PMP efforts in 2023-24 consisted of analyzing the City’s previous PMP dataset for quality and usability. City staff also provided key information pertaining to the ongoing maintenance/rehabilitation efforts that have occurred throughout the City since 2021. In doing this, we were tasked to generate an updated Capital Improvement Program report that identified deficiencies and recommendations in the current operating and maintenance efforts put forth by the City.

For the 2024 project, our staff surveyed all routes within the network to assist the City in complying with Los Angeles County MTA (METRO) PMP requirements and analyzed historical maintenance operations.

Specifically, the program provides administrators and maintenance personnel with:

* The present condition status of the pavement network (arterial, collector, and local streets), as a whole and of any grouping or individual component within the City; * A ranked list of all streets, or segments of streets, by condition within the network; * Rehabilitation/maintenance needs of qualifying street segments by year; * An optimized priority maintenance and rehabilitation program based on cost/benefit analysis and various levels of funding;

* Optimum annual budget levels for pavement maintenance for the current and the following five (5) years;

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2024 Pavement Management Program
Final Report – July 26, 2024 Section I

* Prediction of the future performance of the City’s pavement network and each individual street section; and
* Pavement network and conditional data presented in ArcMap, MyRoads and is compatible with City’s existing GIS Enterprise

Pavement is a dynamic structure where deterioration is constantly occurring; thus the pavement management system needs to be updated on a regular basis to reflect these changes in pavement conditions, pavement maintenance histories, and maintenance strategies based upon budgetary constraints. In our approach to develop the City’s forecasted maintenance recommendations we worked with Compton staff in identifying unit costs for all maintenance practices used on an annual basis .

Currently, based upon the City’s maintenance practices and their associated unit costs, the total replacement value of the pavement network is $410,734,300. This value clearly indicates that the City’s pavement network is the most valuable and essential asset to Compton . The City’s use of slurry seal, overlay and R&R practices are typically applied at a five year, ten year and 25 year frequency respectively.

These frequencies are typical but the City may see increases in deterioration rates due to environmental, load and high average daily traffic (ADT) volumes. For example, high ADT volumes along one of Compton’s arterial streets will increase deterioration rates for a previously applied AC Overlay compared to a small local street. These deterioration rates are monitored through frequent inspections and functional class deterioration analysis within the City’s PMP database.

This report reflects our findings and recommendations for the PMP and the current state of the City’s pavement network. Furthermore, we have recommended detailed funding and maintenance strategies for the arterial/collector and residential networks for next five (5) years.

A. COMPTON PAVEMENT NETWORK

Within the Compton pavement
management network t here are
approximately 81.5 miles of Arterial-
Collector streets consist of
approximately 14,932,179 SF of
pavement which consists of 426
pavement sections . The Local network
consists of approx. 123.3 miles of streets,
19,207,990 SF of pavement which
consists of 913 pavement sections.

Combined, the entire network consists of
204.8 miles of streets and 34,140,169 SF
of pavement and 1,339 sections.

The City’s pavement network is broken down into manageable groups that have similar characteristics, such as pavement rank, surface type and logical segmentation. Pavement segments are identified by their branch and section numbers. Pavement “branches” that have a common usage, such as Central Ave., defines a “branch” within MicroPAVER. Pavement “sections” are pavement segments within the defined branch that have consistent pavement rankings, construction/maintenance histories and use.

Figure 1
City of Compton Page 3
2024 Pavement Management Program
Final Report – July 26, 2024 Section I

Representative inspection samples are then selected and visually surveyed to locate distress data. This data is used to calculate the pavement sections Pavement Condition Index (PCI) which includes distress type, extent of the distress and its severity.

PCI is a condition rating that ranges from 100 (a new pavement section or recently overlaid or reconstructed) to 0 for a section that has structurally failed and deteriorated dramatically. Weighted average PCI of a given area/zone = pavement section PCI * its own area divided by the total square footage of the given area/zone. Table 1 summarizes the section conditions found within the City of Compton pavement network by rank.

• The weighted average PCI for the City of Compton Arterial/Collector network is 66.1 • The weighted average PCI for the City of Compton Local network is 56.6

The weighted PCI value associated with the Arterial/Collector and Local routes shown through our survey analysis is timely in that it is showing that a large amount of preventative, slurry seal, and overlay work will be needed over the next several years to increase the level of condition (PCI) to a “preventative maintenance” state.

Table 1 – Historical and Summary Findings for Compton PMP Network

Figure 2 – Historical Compton PCI Findings (FY 2014-2024)

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B. CURRENT CITYWIDE CONDITIONS (ARTERIALS/COLLECTORS AND LOCALS)

The overall condition of the City’s pavement network is “Fair” with a weighted average PCI of 60.8 based on the surface area of each segment. A solid improvement from 2021; 56.0 to 60.8 (a 9% increase). The distribution of the City’s overall pavement network is shown in Section III of this rep ort (Condition Distribution).

Table 2 – Condition Distribution by Mileage for All Streets

For comparison, Bucknam performed
pavement management studies for
several other Los Angeles County
agencies and have included their
weighted PCI values (right).

As shown above, the majority of
segments are evenly distributed
through all five (5) condition categories (Very Good to Very Poor). For a network in “preventive” condition status you would typically see Very Good to Good section percentage totals at the 55% to 60% range; Compton’s network currently shows 35% of its sections within these PCI ranges. These findings indicate that the proper funding of the network over the past several years has not been ample and needs to continuely be approved upon each of the next five years to sustain or improve the overall PCI; this will allow Public Works managers/staff to proactively establish preventative and rehabilitation schedules that will generate further high-value ROI for the City. At a minimum, to sustain this asset, continued amounts of overlay rehabilitation and slurry seal maintenance needs to be budgeted for and performed across all areas of the pavement network.

As shown in Table 2, over 44% of the City’s entire network falls within the Poor to Very Poor condition categories based on the 2024 PCI findings, highlighting the need for continued funding of proactive overlay projects . More overlay rehabilitation activity will increase the City’s overall weighted PCI while reducing deferred maintenance costs in future fiscal years. Overlay projects applied to appropriate, qualifying segments is necessary to sustain the City’s network in a preventative condition status as described above. A network -wide preventative condition status is typically a network with a weighted average PCI over 75+.

Table 3

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Regarding the Local network, detailed inspection analysis shows that 23% (28.4 miles) of the Local pavement networks require slurry seal maintenance activity while 60% (74.1 miles) requires overlay rehabilitation or full reconstruction.

With the major amount of Local sections needing rehabilitation the City should proactively appropriate the necessary amount of annual overlay funding to improve the network to a higher condition level. The Local network will continue to be a major contributor to the high amount of deferred rehabilitation cost burdens unless appropriate pavement funding is applied.

In regard to the Arterial / Collector network, detailed inspection analysis shows that 27% (21.8 miles) of the pavement network requires slurry seal maintenance activity while 43% (35.1 miles) requires overlay rehabilitation or full reconstruction. Over the past three years the Arterial / Collector weighted PCI has improved by seven (7) PCI points. This is due to the proactive amount of arterial CIP overlay projects that have been applied to the network since 2021. With the overall arterial PCI in the mi d-60’s, continued planning and application of scheduled overlay projects needs to be implemented (FY 2024 thru 2027). This will continue to improve the overall conditions while freeing up additional funding for deferred Local overlay projects.

This Pavement Management Program update recommends pavement management strategies for each pavement segment based on the existing surface conditions. However, as large overlay and reconstruction projects are considered for funding, the City should make a final determination of the segment-specific pavement management approach based on subgrade R -values, structural design, and distress severities and extents.

PCI conditions reflect “surface” conditions; additional sub-surface data such as coring data, R-Values and ground penetrating radar (GPR) will provide the City to with a better approach to the maintenance that should be applied.

Our 2024 findings indicate that the PMP network has been proactively managed over the past several years. This is evident in the improvement of the citywide weighted PCI since 2021 and moderate amounts of deferred maintenance/rehabilitation projects. As the City strives to implement a stronger preventative state of M&R, cost efficient Arterial/Local rehabilitation and proactive use of available SB1/Gas Tax/Prop. C/Measure M/Measure R overlay funding should remain the focus.

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Figure 3 – PCI Condition Distribution for All Streets
Units shown above indicate total mileage (Table 2)

C. MAINTENANCE STRATEGY DEVELOPMENT

Based on the results of the condition survey and input from the City, pavement maintenance/rehabilitation strategies were developed. The City and Bucknam staff discussed and identified a distribution of benchmark pavement application unit cost that would be applied to the network over the next five years. The overriding goal of the PMP is to prevent the decrease in street conditions and not to allow an increase in the deferred maintenance costs over the five -year program.

These application unit costs are essential to the economic modeling performed.

Bucknam identified the required level of funding to 1) Maintain the current PCI of 61 and 2) Increase the PCI to 65. With this approach, Bucknam has recommended a “minimal level of service” which creates a major dividing line in determining between preventive maintenance and major pavement rehabilitation.

Generally within pavement management programs, a PCI range between 55 to 70 determines the threshold of when preventive or major overlay rehabilitation is activated. Based on the City’s weighted average PCI, condition distribution, maintenance practices, our team has identified a PCI of “65” as the minimum level of service. This means, in most cases, that pavement sections with a PCI greater than 65 will typically be recommended for preventive maintenance (i.e. slurry seal). This recommendation is indicated in Table 7, Section II.

Bucknam developed two multi-year Capital Improvement Programs for the City based on the pavement records, yearly capital expenditures, available funding and the most recent 2024 inspections. These recommendations and results are shown in Section II of this report.

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As shown above in Figure 3, 35% of the City’s streets are in Very Good to Good condition. These sections will be targeted for “preventive” maintenance within our Capital Improvement Program (CIP) recommendations. The reasoning in doing this is to extend the life cycles of those “good” pavement sections which accrues capital saving to aggressively rehabilitate those pavement sections that are below the “minimal level of service”.

In order to achieve the most effective and optimum program for the City, certain strategies have been selected and/or analyzed. Below is a listing of the maintenance activities utilized in strategy development.

Each activity is representative of the typical types of work that can be programmed as part of the long - term maintenance requirements of the City’s street network.

General Repairs-Stop Gap (Localized Maintenance*); PCI range – 20 to 95 For this maintenance type, small localized surface treatments are utilized as “holding action” solutions (stop gaps) to delay the need for pavement structural strengthening. They typically include activities such as crack sealing, AC deep patching, AC skin patching, PCC slab replacement, grinding and leveling.

The City of Compton may consider an equipment such as the Asphalt Zipper to apply proactive localized surface patch repairs (R&R). In doing this, they prevent portions of pavement sections (high severity distress locations) from deteriorating at a continuously fast rate.

Microsurfacing - (Global Maintenance*); PCI range – 60 to 85 Microsurfacing is similar to slurry seal. It consists of the application of a mixture of water, asphalt emulsion, aggregate (very small crushed rock), and chemical additives to an existing asphalt concrete pavement surface. Polymer is commonly added to the asphalt emulsion to provide better mixture properties. The major difference between slurry seal and microsurfacing is in how they “break” or harden. Slurry relies on evaporation of the water in the asphalt emulsion. The asphalt emulsion used in microsurfacing contains chemical additives which allow it to break without relying on the sun or heat for evaporation to occur. Thus, microsurfacing is an application that hardens quicker than slurry seals and can be used when conditions would not allow slurry seal to be successfully placed. Streets that have a lot of shade and streets that have a lot of traffic are good candidates for microsurfacing (source - LA County of Public Works).

Slurry Seals (Global Maintenance*); PCI range – 60 to 85 Surface treatments applied to pavements with minimal surface distress to provide new wearing surfaces and extend pavement life. Generally consists of a mixture of conventional or latex-modified emulsified asphalt, well-graded fine aggregate, mineral filler and water placed over an existing AC surface; Slurry seal application life-cycles are averaging 4 to 5 years . Type II Slurry is recommended for Local streets.

Cape Seals (Global Maintenance*); PCI range – 40 to 65
This is an application of a single layer of asphalt binder to a road surface immediately followed by a single layer of cover aggregate (chips). The single layer chip seal is then followed with a slurry seal application; Conventional cape seal application life-cycles are averaging 6 to 7 years. For sections that have lower PCI’s in this range, leveling courses should be considered. City is currently considering this application as an alternative cost-saving tool.

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Overlays (Major Maintenance*); PCI range – 20 to 60
AC Overlay – Placement of a layer of hot-mixed asphalt concrete over the existing pavement surface (may include pavement fabric). Grinding (milling) is performed prior to the overlay to reduce the total height of asphalt and assure alignment with existing gutter lines. This also includes “dig -outs” and crack sealing prior to the application of an overlay. This treatment provides a new wearing surfac e and increased structural strength to the pavement section. A conventional overlay should be designed for a ten-year life.

Asphalt Rubber Hot-Mix Overlay - The ASTM definition is: Asphalt-Rubber is a blend of asphalt cement, reclaimed tire rubber and certain additives in which the rubber component is at least 15% by weight of the total blend and has reacted in the hot asphalt cement sufficiently to cause swelling of the rubber particles. Specifically, using crumb rubber modified binders in pavement application benefit local agencies in that cities find:

• Pavement resists cracking by being more flexible;
• Cost savings come from a longer life cycle (from Bucknam’s experience typically 20% longer), decreased maintenance and the use of less material
• Improvement in skid resistance;
• Decreased noise; and
• It provides long-lasting color contrast for marking and striping • Life cycles are averaging 8 to 12 years

Reconstruction (Major Maintenance*); PCI range – 0 to 20 Removal of the existing pavement section to a prescribed depth followed by the placement of a conventional flexible pavement section using a structural AC Hot Mix or AR Hot Mix or a full depth asphalt. Each classification of road has a typical design cross-section upon anticipation traffic loading.

By performing a reconstruction the sections PCI resets at 100 and restarts the life-cycle deterioration of the section.

*Localized, Global and Major maintenance activities are default terms used within the MicroPAVER pavement software. Specific pavement repair applications are placed within each maintenance activity in order to develop multi-year maintenance forecast recommendations.

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D. ANNUAL BUDGET PROJECTIONS

The budgeting process was approached with the following in mind; generate two unique work programs for the next five (5) years based upon actual road pavement conditions in order to:

1. Demonstrate how the City’s current “Actual $10 Million annual budget” allocation for pavement maintenance/rehabilitation performs against the conditions found through our surveys

2. Recommend a proactive annual budget that, at a minimum, maintains the current weighted PCI on the network after five years (FY 2029)

Based on current and future pavement maintenance needs, two annual work programs have been prepared and summarized below. Table 4 demonstrates the pavement network performs over the next five years based upon the proposed allocated maintenance/rehabilitation funds . Table 5 demonstrates the necessary annual funding that is needed to maintain the current weighted PCI on the network (each scenario addresses arterial/collector and local streets; alleys were excluded).

Table 4 – Citywide Projection Utilizing “Actual” Budget

Table 5 – Five-Year Projection Demonstrating Required Budget to Maintain PCI of 61

Additional detail and breakdown of budget projections are demonstrated in Section IV of this report.

All work program budgets generated are presented in terms of current 2024 dollars. The annual costs shown above only include materials and labor for the pavement. Curb and gutter, striping, project management, mobilization, construction management are not included. All repair activities were based on distresses observed at the time of the field survey. These are recommendations and are to be used as “the best case scenario” for improving the City of Compton street network.

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E. QUALITY CONTROL EFFORTS

As indicated in our scope of work, Bucknam performed numerous quality control checks in the field during survey efforts as well as specific site investigations requested by the City.

Minor corrections were made to a handful of sections where we corrected the rank classification within MicroPAVER.

Through our internal quality control efforts, we believe we have found all the necessary publicly owned streets that needed to be reported on under this project.

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F. FINDINGS AND RECOMMENDATIONS

Arterials/Collectors

The actual workload requirements identified indicate that the Arterial/Collector street network is currently in “Fair” condition (PCI = 66.1 ). To improve upon this condition, it is essential that preventive maintenance and overlay rehabilitation activities are funded at the levels identified in Table 4.

Our arterial/collector findings for conditional data and recommendations for revenue expenditures are shown below:

• The Arterial/Collector network has a weighted PCI of 66.1;

• Currently, 43% of the arterial/collector network (approx. 35.1 miles) require overlay/reconstruction rehabilitation; 27% (approx. 21.8 miles) require slurry seal maintenance;

• At a minimum, Arterial/Collector maintenance projects should focus on achieving and maintaining a PCI of 70+ within the next five years;

• Develop a proactive fiscal and planned approach to identify arterial/collector overlay projects based on the deterioration modeling within MicroPAVER;

• Maintain arterial/collector revenues at the levels shown within the Section IV Forecast Maintenance & Rehabilitation (FMR) Report for a minimum of five years to generate the results identified within this report;

• Reassess/re-evaluate the arterial/collector rehabilitation budget program s every two years to improve on CIP forecasts for 2024-25 and beyond to ensure the results shown in Table 4 and 5;

• Perform pavement inspections on the arterial/collector network every three years to build a solid planning model within MicroPAVER/MyRoads® to track PCI deterioration;

• Demonstrated budget shown in Table 4 is ample to improve the Arterial/Collector weighted PCI of 66.1 through five years, furthermore, the citywide deferred maintenance sustains at a level of $120 million after five years;

o Unique budget scenarios created in MicroPAVER calculate annual deferred maintenance amounts based on the available/projected budget applied and section SF’s that fall within preventative, slurry seal, overlay and reconstruction PCI ranges;

• Bucknam recommends that the City proactively budget overlay rehabilitation projects at the levels shown in Table 4 in order to improve upon the conditions found today as well as minimize the impact of a moderate increase deferred maintenance across the City.

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Locals

The actual workload requirements identified indicate that the Local street network is currently in “Poor” condition (PCI = 56.6). To improve this condition, it is essential that preventive maintenance and overlay activities are funded at the levels identified in Table 4 to increase the network weighted average PCI value to the “Fair” category.

Our Local findings for conditional data and recommendations for revenue expenditures are shown below:

• The Local network has a weighted PCI of 56.6;

• Currently, 60% of the Local network (approx. 74.1 miles) require overlay/reconstruction rehabilitation; 23% (approx. 28.4 miles) require slurry seal maintenance;

• At a minimum, Local maintenance projects should focus on achieving and maintaining a weighted PCI above a level of 60+ within the next five years;

• Current Local Forecast Maintenance & Rehabilitation (FMR) recommendations should be followed as shown in Section IV of this report;

• Develop a proactive fiscal and planned approach to identify Local overlay projects based on the deterioration modeling within MicroPAVER;

• Increase Local revenues at the levels shown within the Section IV Forecasted Maintenance Report for a minimum of five years to generate the results identified within this report;

• Reassess/re-evaluate the Local rehabilitation budget program s every two years to improve on budget forecasts for 2024-25 and beyond to ensure the results shown in Table 4 or 5;

• Perform pavement inspections on the Local network every three years to build a solid planning model within MicroPAVER/MyRoads® to track PCI deterioration;

• Demonstrated budget shown in Table 4 is sufficient to improve the Local weighted PCI as it included necessary proactive overlay funding. Furthermore, the citywide deferred maintenance increases slightly from a level of $119.4 million to $123.6 million after five years;

o Unique budget scenarios created in MicroPAVER calculate annual deferred maintenance amounts based on the available/projected budget applied and section SF’s that fall within preventative, slurry seal, overlay and reconstruction PCI ranges;

• Bucknam recommends that the City allocate budget for overlay rehabilitations at the levels shown in Table 4 in order to improve upon the conditions found today as well as minimize the impact of a high increase of deferred maintenance across the City.

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SECTION II

PAVEMENT MANAGEMENT SYSTEM

Bucknam performed the following services in accordance with the scope of services that was contracted with the City of Compton. As a quick overview, the following tasks were performed to complete the work over the past several months:

2024 Pavement Management Work Efforts:

Task 1: Project Kickoff-Data Management
Task 2: Update of Maintenance Activities
Task 3: Pavement Condition Survey (approx. 204.8 miles) Task 4: Budgetary Analysis and Capital Improvement Reports Task 5: Executive Summary and Final CIP Reports
Task 6: Mapping of the Pavement Network

A. PAVEMENT MANAGEMENT PROGRAM UPDATE 2023-24

As a part of the 2024 update of the pavement management system, a major element of work was to complete a comprehensive assessment of the existing street network and PMP database within the City.

This included assessing the City’s existing 2021 MicroPAVER database, GIS, street naming conventions and work history information. From there, Bucknam worked with the City to confirm public and private street listings which verified accuracy for CIP reporting. All data was then published within the City’s updated MicroPAVER database.

Work history information was provided by the City in the form of completed bid documents, institutional knowledge, and previous dataset and Excel documents. This information was entered into the proper pavement segments that match the limits of those projects. From there, CIP pavement recommendations were performed (discussed and demonstrated below) where the pavement maintenance information the City provided (PM P material practices, unit costs , and capital budgets) were used to generate recommendations through the MicroPAVER system.

Table 6 demonstrates PCI ranges defaulted within MicroPAVER. Once a pavement inspection is complete, a PCI is calculated for each pavement section. Each PCI calculated falls within a defined PCI range category (Very Good, Very Poor, etc.). F urthermore, a weighted P CI was calculated for the each functional class within the network (arterials/collectors and locals).

The PCI is a condition rating that ranges from 100 (a new pavement section or recently overlaid or reconstructed) to 0 for a section that has structurally failed and deteriorated dramatically. Weighted average PCI of a given area/zone = pavement section P CI multiplied by its own area divided by the total square footage of the given area/zone. This information can also be represented through MicroPAVER to show how much square footage or percentage of area falls within a PCI range category.

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Table 6 - PCI Range

These condition ranges are defined by the Army Corps of Engineers and defaulted within the MicroPAVER software. The summary of all roads condition data and their representative PCI's can be seen in the Pavement Condition Report in Section III.

B. MAINTENANCE STRATEGY ASSIGNMENTS

Once the appropriate activities from the above listings were selected by the City, a Maintenance Strategy Table was defined within the system that allocated the appropriate actions to the specific repair needs of the street. In defining the maintenance strategy list, emphasis was placed on defining pavement condition thresholds and using the PCI for the specific maintenance activities within these categories.

Maintenance Strategy Assignment Table
Table 7 – Maintenance Strategy Assignments

The Strategy Assignments List, shown in Table 7, was developed to identify the most critical segments in each of the w ork programs (Arterial/Collector and Local). Segment priorities were established by determining the range of PCI's requiring first attention based on the relative value of each segment’s PCI, thus maximizing the annual maintenance budget.

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Also, distress quantity, area extent, type and severity were critical elements in the decision process for recommending maintenance.

The assignment table is used as a guide within MicroPAVER to recommend maintenance, however, further assessment by City staff and/or outside parties can override maintenance recommendations. This can be done by reviewing and assessing distress extents and their weighted percentages.

Once the strategy assignments were set within the system, budgets and work assignments were generated for each work program on an annual basis. Using pavement deterioration curves for each type of pavement surface and class of road, both current year and future years work requirements for each pavement segment within the City were determined. In forecasting the maintenance requirements in future years, the current PCI value is reduced annually for each pavement segment based on the MicroPAVER deterioration curves within the City’s database.

Likewise, maintenance activities performed in a given year increase the P CI value as they are applied to the segment. The overall program is dynamic in that each strategy consists of a cyclic series of actions that simulates the pavement anticipated life cycle.

Figure 4 – Sample Pavement Life Cycle

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C. MULTI-YEAR ANNUAL WORK PROGRAM PROJECTIONS

The goal of these projections is to assist City policy makers in utilizing the recommendations of the MicroPAVER system. By using the City of Compton ’s current budgets and maintenance practices the system will develop “section unique” improvements and strategies. Each segment will be tied to a specific fiscal year. As shown in the following pages, we have assessed the budgets that have been projected t o meet the maintenance and rehabilitations needed to maximize the City’s return on investment. The budget forecasting goal for the City network focused on:

 Establishing a proactive multi-year Maintenance & Rehabilitation Program;  Developing a preventive maintenance program; and
 Selecting the most cost-effective repairs based on City strategies

ACTUAL BUDGET – The Actual budget model was generated for the City to demonstrate how the City’s 5- Year PMP funding allocation ($10 Million / yr) performs against the current citywide conditions.

• City’s projected actual budget includes:
• Projects are funded through SB1 & Proposition C, Measure R, Measure M, Gas Tax and General Funds

MAINTAIN BUDGET – A Maintain budget was generated for the City to demonstrate the necessary funding that is required to maintain the current weighted PCI level of 61 through a five year model.

*All multi-year budget projections include a 4% inflation rate for the term of the budget forecast.

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ARTERIAL/COLLECTOR & LOCAL

FIVE-YEAR BUDGET PROJECTIONS

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ACTUAL – The first key step in developing a proactive PMP is to model the City’s existing conditions against the “actual” annual budget. In doing this, PCI performance, deferred maintenance and pavement application uses are able to benchmarked and demonstrated in a positive or negative result. The City’s existing 5-Yr PMP budget was used for this model; the City provided Bucknam with current 2024 unit costs for pavement maintenance applications. The resulting PCI conditions and maintenance distributions are shown below. Bucknam worked with the City’s Public Works staff to review previous methodologies and schedules applied by the City. With this scenario, our initial goal is to provide the City with a budgetary outlook and conditional impact report that can be used to eventually create a solid, preventative maintenance program.

ACTUAL BUDGET PROGRAM (FIVE YEAR MODEL)
Actual Budget Program incorporates pavement sections that have a functional class of Arterial (A /B), Collector (C) and Locals (E).

Table 8 – Citywide Projection Utilizing “Actual” Budget ($10 mil/yr)

By modeling the existing pavement conditions against the City’s available funding, we have found that two major positive results occur over the five year CIP. (See Figure 5 on the following page). First, t he weighted PCI for the entire network increases from a level of 60.8 to a level of 65.3 over the five year CIP which meets one of our recommended goals (minimum level of service = 65). The five year model above includes pavement applications covering:

• 5.8 million SF of Arterials/Collectors, or 30.1 miles; • 5.7 million SF of Locals, or 39.0 miles

Secondly, the resulting deferred maintenance backlog shows that it sustains at a level of $120 million after the five years program which indicates that an annual pavement budgets are ample enough to hold the deferred maintenance level (or backlog of maintenance) on the network. The backlog that has been identified above consists of slurry/cape seals, overlays and reconstruction. Combined with the positive results found with the weighted PCI we recommended that this 5-yr maintenance schedule be followed.

DEFERRED MAINTENANCE
Delaying repairs on streets where pavement conditions indicate a need creates deferred maintenance.

Deferred maintenance includes pavement maintenance, rehabilitation and reconstruction projects that are needed across the entire network, but cannot be per formed due to the lack of available funding.

These delayed projects are then pushed to the next budget cycle incurring higher unit costs/SF. The actual repairs that are being deferred are often referred to as a “backlog”.

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As maintenance is deferred, the opportunity to apply life extending preventive pavement applications is lost and the ultimate cost of rehabilitation multiples.

As shown, this projection model does meet the initial goal of maintaining or increasing the City’s pavement network PCI. With today’s economic issues at the Federal, State and local levels; the City should continuously monitor the management of overlay deferred maintenance (PMP studies every two to three years). The potential delay in projects and the resulting build- up of more overlay work in the five -year time frame is not a debt that City will want to accept.

Through Bucknam’s analysis of the previous pavement database, work history dates and our experience with AC Overlay deterioration rates, it is important to point out that pavement sections that were overlaid in fiscal year 2010 will need proper overlay maintenance approximately around fiscal year 2024-25 and beyond.

Figure 5 – Resulting Network PCI and Budget Expenditures (Actual Budget)

The resulting “increase of the weighted PCI” for the entire network demonstrates how applying proper funds to the network is preventing the City’s pavement from deteriorating at a rate that is not conducive to a PMP success. Based on available funding or programmed funding identified by the City’s long -term CIP, there may be an opportunity to proactively schedule or appropriate funds to areas of the City that have been annually deferred due to high maintenance costs.

Additionally, the City should continue to implement local, stop gap maintenance (i.e. deep patching, crack sealing, etc.) prior to any major slurry / cape seal or overlay maintenance. By performing stop gap measures to individual pavement sections the overall performance of the sections condition will increase and sustain itself longer than if no preventative maintenance was performed.

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As mentioned above, a local slurry/overlay maintenance “zone/area” strategy should be considered for several reasons. With the City applying a maintenance area methodology to the local network, four beneficial impacts occur:

1) Planned / Maintenance areas are addressed every seven years which creates a dedicated project schedule for City staff and constituent inquiries; 2) Deferred overlay maintenance can be addressed in a more effective manner due to accrued revenues
3) A preventative maintenance strategy is more cost -effective in a long -term PMP rather than implementing a maintenance approach that addresses only the “worst-first” streets. 4) All maintenance alternatives are available due to the increased funding and focused maintenance within one zone per year.

On the negative side, if low weighted PCI values occur within a given zone, all streets within that zone may not be able to be addressed with maintenance when that zone is scheduled for maintenance. The deferred maintenance will have to be scheduled for m aintenance in future years or simply will have to wait until the zone cycle repeats.

The Local maintenance model that has been developed under the Actual budget can be used as a benchmark to monitor the City’s annual budget allocations as the network continues to mature and age; the proper amount of funding for slurry seal and overlay maintenance needs to be the City’s highest priority.

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MAINTAIN PCI PROGRAM (FIVE YEAR MODEL)

With the City striving to show proactive maintenance across all City pavements, a budget program was generated to show the greatest return on investment through the application of slurry seal, mill & cap , and alternative overlay maintenance. Our goal under this model is to maintain the current 2024 weighted PCI of 61 through a five-year program. This model will demonstrate the necessary funding to achieve this goal.

Again, we used the “Actual” 5-yr PMP model (shown above) as a cornerstone for our modeling within the “maintain” program. Combining the previous reporting model with a realistic and achievable annual budget, we found positive results.

The Recommended Program incorporates pavement sections that have a functional class of Arterial (A/B), Collector (C) and Local (E).

Table 9– Five-Year Projection Demonstrating Required Budget to Maintain PCI of 61

Referring to Table 9, it is noted that the weighted PCI basically remains consist through the five-year projection (60.8 to 61.5). However, the annual deferred maintenance total increases from $119.5 million to $144.2 million at the end of the five-years if the City utilizes an annual budget average of $7,215,600/yr for slurry, overlay, and reconstruction maintenance. We found that annual average square footage breakdowns of maintenance areas were consistent and well balanced.

Under this model, w e recommend that a stronger focus be placed on the Local network improvements due to the fact that its network has approximately 29% more square footage compared to the arterial/collector network and has a significantly lower weighted PCI than the arterials/collectors.

We still recommend minor maintenance to the arterial/collector network, i.e. localized patching, slurry seal and th e use of Measure R, Proposition A/C & Gas Tax funds. B ut again, with the Local network showing a higher degree of negative results, a new focus for zoned area maintenance and proactive overlays should be implemented.

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Figure 6 – Resulting Network PCI and Budget Expenditures (Maintain Budget)

Additionally, it is recommended that the City continue to monitor the application of Slurry / Cape Seal or Grind & Overlay as an asphalt application for the specific local sections. Specific sections are now qualifying for maintenance that warrants a stronger application rather than a typical slurry seal.

With a five year cycle in motion, it is essential to address local sections that have PCI’s less than 65 with the proper rehabilitation since crews will not be back within that area for five to six years.

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PAVEMENT MANAGEMENT PROGRAM REPORTS
In addition to the annual budget scenario, this report contains a comprehensive and complementary assemblage of pavement management reports ranging from summary reports to annual maintenance and rehabilitation schedules (Forecast Maintenance & Rehabilitation (FMR) Report, Section IV). Collectively as well as individually, the reports represent reasonable projections of pavement maintenance needs and performance based on visual condition assessments, unit cost estimates, and pavement deterioration models.

It is important to note that pavement segment dimensions and surface area recorded during 1999-2021, and 2024 inspections, along with the action and repair costs, as presented within the reports are accurate within tolerable limits. This is noteworthy due to the "implied" accuracy of reporting length and width to the nearest foot, surface area to the nearest square foot, and action and repair unit costs and project estimates to the nearest penny and dollar, respectively.

NEXT STEPS
As with any infrastructure management software program, time investments need to be made by key Public Works staff to maintain the integrity of the data as well as the accuracy. Bucknam can perform training sessions in the use of the MicroPAVER tools and demonstrate how to generate standard common- sense reports to assist City staff in developing yearly budgets, project level analysis, and CIP projections.

This will be key to future management of the pavement program and reporting. City personnel need to maintain their commitment to the preventive maintenance system, while working toward reducing the City's present deferred rehabilitation projects.

In order to ensure that report outputs are accurate and credible, it is essential that the integrity of all data files be maintained. This will require performing all necessary updates when changes are made to scheduling scenarios, unit cost information, historical data, etc. In addition, the entire pavement network will have to be re-inventoried at regular intervals. This typically includes surveying arterial and collectors every two years and locals every three.

This will not only allow work to be scheduled based on the most current condition data available, but will provide City personnel with a means to monitor actual rates of pavement deterioration so appropriate modifications can be made to the system curves. To be compliant with the METRO requirements, the City must generate a triennial Pavement Management report indicating condition ratings , inspection dates and forecasted maintenance/rehabilitation recommendations. Bucknam will be supporting the City with staff level support to assist in the continuous updates with the MicroPAVER/MyRoads® system. This will include work history updates, generating reports from the system, unit cost updates, and future inspections.

City of Compton Page 12
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

D. CONDITION DISTRIBUTION REPORT

This report depicts the distribution of the pavement condition throughout the street network by area.

The condition scheme range s from “Very Good” to “Very Poor”; with a “ Very Good ” condition corresponding to a pavement at the beginning of its life cycle, and a “ Very Poor” condition representing a badly deteriorated pavement with virtually no remaining life. The table below shows the general description for each pavement condition:

Condition Description – PCI Range - Description

2024 City of Compton weighted average PCI is 60.8 (Fair).

City of Compton Page 13
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

E. CALCULATION OF PCI

In order to calculate a Pavement Condition Index (PCI) value within MicroPAVER, specific street section data needs to be inputted into MicroPAVER to define the survey limits, asphalt types, pavement age and metrics. Pavement “sections” are pavement segments within the defined branch that have consistent pavement street classifications, construction/maintenance histories and use. Representative inspection samples are then selected and visually surveyed to locate distress data. This data is used to calculate the pavement sections Pavement Condition Index (PCI) which includes distress type, extent of the distress and its severity.

The PCI is a condition rating that ranges from 100 (pavement section that is in perfect condition) to 0 for a section that has structurally failed and deteriorated dramatically. The PCI is calculated from three major data entries from our inspectors:

1. Distress Type (one of 20 AC or 19 PCC types); these include alligator cracking, bleeding, block cracking, corrugations, depressions, long/trans cracking, patch/utility cut, potholes, rutting, weathering, raveling, etc.

2. Distress Quantity (the square footage, length or count of a specific distress)

3. Distress Severity (the level of severity determined for each distress found; low, medium or high)

Figure 7 – PCI Calculation Worksheet

City of Compton Page 14
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

F. COMPTON MYROADS® PMP WEB-PORTAL

Bucknam’s MyRoads® is a great match for the City of Compton’s PMP today and the future. MyRoads® brings your PMP data to life within a dynamic dashboard! Bucknam now provides all our PMP clients with a unique and agency driven “MyRoads®” web -portal that provides instantaneous access to your pavement management database. This “dashboard” allows users to toggle through individual sections via GIS mapping selections, zone queries, rank selection, PCI ranges, etc. to review all section metrics, latest/previous inspections, work histories generate filtered PCI reports and identify potential maintenance / rehabilitation costs based upon your unique needs.

Bucknam has shown below the Compton MyRoads® account actively working! This tool will be accessed by City staff simply through a Username/Password methodology. As changes are made to the Compton PMP database the MyRoads® dataset is changed to reflect work history edits, PCI inspections and section changes.

In summary, MyRoads® allows the user to perform the following dynamic functions:
• Query specific pavement segment(s) to view current/historic PCI, work history inspection; • Filter for pavement sections within a defined zone, PCI range and/or functional class; • Select a pavement section or grouping of section through the on-board GIS tool; • Enter slurry, overlay & reconstruction
unit costs to determine preliminary
cost of maintenance and resulting
citywide PCI
o Display critical street / sidewalk
/ ROW assets along pavement
section(s) that are critical to
Engineering Bid development
and solicitation (ADA ramps,
utilities, manholes, trees, etc.
• Displays all final GIS project maps (PCI,
work history, 5 -yr forecasted
maintenance, etc.)
• Bucknam will train Compton’s staff on
the simpl e use of the MyRoads ®
dashboard.

Figure 8 – Compton MyRoads® PMP Web-Portal

City of Compton Page 15
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

Figure 9 – Arterial / Collector Condition Distribution

Figure 10 – Local Condition Distribution

City of Compton Page 16
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

G. SAMPLE DISTRESS PHOTOS – RECOMMENDED TREATMENT (FIGURE 11)

Bucknam Infrastructure Group

1. Alligator Cracking

Cracks that form a chicken wire or
alligator scale like pattern.

Low Severity: Thin parallel
longitudinal cracks that may come
together at certain points, but full
alligator pattern is not present yet.

Medium Severity:

Further
development of cracks into alligator
pattern. Cracks are starting to spall.

High S
everity : Alligator pattern is
heavily developed, and cracks are
spalled to the point where individual
pieces may become separated.

Typical Recommendation: Low severity, R&R – Patching, crack sealing; high severity R&R-overlay

2. Bleeding

Bleeding occurs when incorrectly
mixed asphalt is applied and in hot
weather the asphalt or tar rises to the
surface.

Severity is determined by the amount
of asphalt/tar present.

Typical Recommendation: Low
severity, apply coarse sand; high
severity, grind or heat planer excess,
resurfacing may be necessary

City of Compton Page 17
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

3. Block Cracking

Longitudinal and transverse cracks
that intersect to form smaller than
10x10 ft blocks. Creates uniform
blocks with straight edges.

Low Severity: Cracking is less than
3/8 inches.

Medium Severity: Cracking
between 3/8 and 3 inches.

High Severity: Cracking is over 3
inches.

Typical Recommendation: Low
severity, crack sealing; high severity, R&R-overlay

4. Bumps and Sags

Small, localized, and linear upward
or downward displacements of
pavement, which can be caused by
a variety of factors.

Severity is determined by the
extent to which ride quality is
diminished.

Typical Recommendation: R&R -
Patching

City of Compton Page 18
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

5. Corrugation

Closely spaced Bumps and or Sags that
form a washboard effect in the
pavement.

Severity is determined by the extent to
which ride quality is diminished.

Typical Recommendation: Low severity,
R&R – Patching; high severity, R&R-
overlay

6. Depression

Localized area of pavement with a lower
elevation than the surrounding
pavement.

Low Severity: depth of ½ to 1 inch.

Medium Severity: depth of 1 to 2
Inches.

High Severity: depth greater than 2
inches.

Typical Recommendation: R&R - Patching

City of Compton Page 19
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

7. Edge Cracking

Cracks that are parallel to the
edge of the pavement that may
cause a break up of pavement.

Low Severity: Low or Medium
cracking with no breakup.

Medium Severity: Medium
cracking with some breakup.

High Severity: Considerable
breakup of pavement.

Typical Recommendation: R&R -
Patching

8. Joint Reflective Cracking

Cracking that is reflected through
AC pavement when it is overlaid
on top of PCC pavement.

Low Severity: Cracking is less than
3/8 inches.

Medium Severity: Cracking
between 3/8 and 3 inches.

High Severity: Cracking is over 3
inches.

Typical Recommendation: R&R -
Overlay

City of Compton Page 20
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

9. Lane / Shoulder Drop-off

Elevation change between
pavement and shoulder.

Low Severity: Difference in
elevation is between 1 and 2
inches.

Medium Severity: Difference in
elevation is between 2 and 4
inches.

High Severity: Difference in
elevation is over 4 inches.

Typical Recommendation: R&R –
Patching or edge grinding

10. Linear & Transverse Cracking

Cracks that are generally either parallel or
perpendicular to traffic.

Low Severity: Cracking is less than 3/8 inches.

Medium Severity: Cracking is between 3/8 and 3
inches.

High Severity: Cracking is over 3 inches.

Typical Recommendation: Low severity, crack
sealing; high severity, R&R - Overlay

City of Compton Page 21
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

11. Patching

Area of pavement that has been
replaced.

Severity is determined by the
quality of the patch and the
extent to which ride quality is
diminished.

Typical Recommendation: R&R –
structural / non-structural overlay

12. Polished Aggregate

Distress where traffic smooths
the pavement surface so friction
is diminished and cars can slide.

There are no Severity Levels for
this distress.

City of Compton Page 22
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

13. Pothole

Severity Measured using the following Matrix.

Typical Recommendation: low severity Pothole fill or R&R – Patching, high severity should be R&R- Overlay

14. RR Crossing

Pavement distresses caused by
railroad crossings.

Severity is determined by the extent to
which ride quality is diminished.

Typical Recommendation: R&R -
Patching

City of Compton Page 23
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

15. Rutting

Linear depressions along wheel
paths caused by traffic.

Low Severity: Depth is ¼ to ½
inches.

Medium Severity: Depth is ½ to
1 inch.

High Severity: i s greater than 1
inch.

Typical Recommendation:

Pavement with deeper ruts
should be leveled and overlaid

16. Shoving

Displacement of pavement
creating a “wave” over a more
solid surface.

Severity is determined by the
extent to which ride quality is
diminished.

Typical Recommendation: R&R -
Patching

City of Compton Page 24
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

17. Slippage Cracking

Half-moon shaped cracks
where wheels cause pavement
to slide.

Low Severity: Average crack
width is less than 3/8 inch.

Medium Severity: Crack width
is between 3/8 and 3/2 inches.

High Severity: Crack width is
greater than 3/2 inches.

Typical Recommendation: R&R
- Patching

18. Swell

Upward Bulges creating “wave-like”
patterns.

Severity is determined by the extent to
which ride quality is diminished.

Typical Recommendation: Low severity,
R&R – Patching; high severity, R&R-
overlay

City of Compton Page 25
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

19. Weathering

The wearing away of the asphalt binder.

Low Severity: Aggregate is starting to be
exposed.

Medium Severity: Aggregate is exposed
up to ¼ of its width.

High Severity: Aggregate is exposed to
greater than ¼ of its width.

Typical Recommendation: naturally
occurring, slurry seal

20. Raveling

The further weathering of asphalt so that
coarse aggregate is separating out of
pavement.

Medium Severity: Considerable loss of
aggregate.

H
igh Severity: Almost complete removal
of coarse aggregate.

Typical Recommendation: Low severity,
R&R – Patching; high severity, R&R-
overlay

City of Compton Page 26
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

PORTLAND CEMENT CONCRETE (PCC)

1. Blowup

Buckling at cracks or joints where
there is not enough room for slab
expansion.

Severity is determined by the
extent to which ride quality is
diminished.

2. Corner Break

Crack close to corner of slab that
creates a corner piece.

Low Severity: Crack is less than ½
inches wide.

Medium Severity: Crack is
between ½ and 2 inches wide.

High Severity: Crack is wider than
2 inches.

City of Compton Page 27
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

3. Divided Slab

Slab that is broken up into four or
more pieces by cracks.

Severity is determined by the
following matrix.

4. Durability Cracking

Pattern of cracks parallel to joints
caused by freeze-thaw expansion of
large aggregate.

Low Severity: Durability cracking
covers less than 15 percent of slab.

Medium Severity: Durability cracking
covers more than 15 percent of the
slab.

High Severity: Durability cracking
covers more than 15 percent of slab
and most pieces have come out.

City of Compton Page 28
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

5. Faulting

Elevation Difference between
slabs.

Low Severity: Elevation difference
is between 1/8 and 3/8 inch.

Medium Severity: Elevation is
between 3/8 and ¾ inch.

High Severity: Elevation is greater
than ¾ inch.

6. Joint Seal Damage

Damage to sealant between joints
that allows soil, rock, or water
infiltration.

Low Severity: Joint sealant has only
minor damage.

Medium Severity: Joint sealant is in
fair condition. Water can infiltrate
and vegetation may be present.

High Severity: Joint sealant is in
poor condition. It may be missing
and rocks may be present.

City of Compton Page 29
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

7. Lane / Shoulder Drop-Off

The Elevation difference between
pavement and shoulder.

Low Severity: Elevation difference is
between 1 and 2 inches.

Medium Severity: Elevation
difference is between 2 and 4
inches.

High Severity: Elevation difference
is greater than 4 inches.

8. Linear Cracking

Cracks that divide slab into two or
three pieces.

Low Severity: Crack is less than ½
inch wide.

Medium Severity: Crack is between
½ and 2 inches wide.

High Severity: Crack is wider than 2
inches.

City of Compton Page 30
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

9. Large Patch

Patch that is larger than 5.5 sq ft.

Low Severity: Patch has little or no
deterioration.

Medium Severity: Patch is
moderately deteriorated.

High S everity : Patch is badly
deteriorated.

10. Small Patch

Patch that is smaller than 5.5 sq ft.

Low Severity: Patch has little or no
deterioration.

Medium Severity: Patch is
moderately deteriorated.

High Severity: Patch is badly
deteriorated.

City of Compton Page 31
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

11. Polished Aggregate

Distress where traffic smooths the
pavement surface so friction is
diminished and cars can slide.

There are no Severity Levels for this
distress.

12. Popouts

Small piece of pavement that breaks
loose from surface.

There are no Severity Levels for this
distress, however popouts must
cover 3 per sq. meter of the slab.

City of Compton Page 32
2024 Pavement Management Program
Final Report – July 26, 2024 Section II

13. Pumping

Ejection of material from slab
foundation through joints or cracks
along with water.

There are no Severity Levels for this
distress.

14. Punchout

Localized area of a slab that is broken
into many pieces.

Severity is determined by the
following matrix.

City of Compton Page 1
2024 Pavement Management Program
Final Report – July 26, 2024 Section III

SECTION III

CITYWIDE

PAVEMENT CONDITION INDEX REPORT

A. 2024 Compton PCI Map
B. Name Order (A-Z)
C. PCI Order (0-100)

City of Compton Page 2
2024 Pavement Management Program
Final Report – July 26, 2024 Section III

A. PAVEMENT CONDITION INDEX REPORTS - DEFINITIONS

Listed alphabetically by street name or PCI, this report provides the City with a listing of pertinent inventory and pavement condition data for each inventory unit within the City's pavement network. The Pavement Condition Index (PCI) Report notes the na mes, limits, classification, dimension, surface type, and lane configuration of each inventory unit.

Detailed descriptions of the information appearing on this report are presented below:

BRANCH NAME - The name of each inventory unit appears in this column. Generally, the inventory unit name is taken directly from a street sign; however, where no street signs are posted, the name appearing on the network map is noted instead.

A sample set of street name suffix abbreviation definitions is presented below:

AV - Avenue CT - Court CIR - Circle
DR - Drive LN - Lane RD - Road
ST - Street WAY - Way EB - East Bound
NB - North Bound SB - South Bound WB - West Bound

FROM - A description of the beginning limit of each inventory unit appears in this column. If the beginning limit exists between intersections, then the beginning limit description may be an address, post mile marker, or a distance from a known point of reference (e.g., "500' N/MAIN ST").

TO - A description of the ending limit of each inventory unit appears in this column. Like BEGIN limit, the END limit description may consist of a street name, an address, or a distance from a known point of reference. In the case of cul-de-sacs, or dead-ends, the END limit may consist of a directional reference, such as "NORTH END".

RANK - The codes for the seven functional classifications as the inventory unit appears in this column are represented below. Basically, units are classified according to traffic volume.

CODE DESCRIPTION
A /B Primary Arterial, Arterial
C Collector
E Local
I Industrial
P Private
O Alley

SURFACE TYPE - A code was assigned to each inventory unit to describe surface type.

CODE DESCRIPTION
AC Asphalt Concrete
PCC Concrete
City of Compton Page 3
2024 Pavement Management Program
Final Report – July 26, 2024 Section III

LENGTH - The length of the section within each branch. The unit of measurement for the section length, typically linear feet (LF).

AREA - The area of each section within a branch. The unit of measurement for the section area, typically square feet (SF).

PCI - Pavement Condition Indices were calculated for inventory units based on severity and extent of distress manifestations observed within the inventory unit. Ranging between 0 and 100, a PCI of "100" corresponds to a pavement at the beginning of its life cycle, while a PCI of "0" corresponds to a badly deteriorated pavement which is at or near the end of its life cycle.

PCI CLIMATE, LOAD AND OTHER – reflects “Section Extrapolated Distress”; these values are shown within the Sample Distresses tab within the PCI window. Distresses are aggregated based on the type and severity level. For random samples, distress quantities are adjusted to reflect the extrapolated value based on the sections total area. Extrapolated distress deducts are classified as resulting from Climate, Load and Other distresses. The Distress Classification portion of the tab shows the “percent” of extrapolated distress deduct b elonging to Climate, Load and Other (these %’s are shown within the PCI reports herein). These values are beneficial in that they support the decision whether to recommend slurry seal, overlay or reconstruction project for street sections.

INSPECTION DATE – Represents the most recent inspection date performed on a given sections. PCI shown is historical in value and may not indicate what “today’s” PCI is due to variance in time. Pavement deterioration calculations can be performed on a section(s) to demonstrate a deteriorated PCI based upon a new current date.

City of Compton Page 4
2024 Pavement Management Program
Final Report – July 26, 2024 Section III

Figure 12 – 2024 Compton PCI Map

City of Compton, CA
2023-24 Pavement Condition Index (PCI) Report - All Streets Sorted by Rank, Name Order (A-Z)
BranchID Sec iD Name From To Surface Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date Arterials / Collectors
300 2 ACACIA AVE ARTESIA BLVD (S) WALNUT ST (W) AC C 4 1,085 76 60,257 6/10/24 28 22 66 12 New Construction - Initial 1/1/80 300 8 ACACIA AVE ALONDRA BLVD (W) MYRRH ST (W) AC C 2 1,305 40 49,305 6/5/24 72 66 34 0 New Construction - Initial 1/1/80 300 9 ACACIA AVE MYRRH ST (W) COMPTON BLVD (W) AAC C 4 1,390 60 74,604 6/5/24 63 32 67 1 Overlay - AC Structural 6/2/10 320 10 ALAMEDA ST NB 1450' N of ROSECRANS PINE ST (E) AC B 2 1,290 46 61,394 6/17/24 53 59 30 11 New Construction - Initial 1/1/80 320 11 ALAMEDA ST NB PINE ST (E) CARLIN AVE (E) AC B 2 1,320 48 55,898 6/17/24 83 83 0 17 New Construction - Initial 1/1/80 320 12 ALAMEDA ST NB CARLIN AVE (E) BANNING ST (E) AC B 2 1,325 46 60,576 6/24/24 85 70 30 0 New Construction - Initial 1/1/80 320 13 ALAMEDA ST NB BANNING ST (E) CITY LIMITS (N) AC B 2 1,570 46 71,726 6/24/24 83 69 25 6 New Construction - Initial 1/1/80 320 3 ALAMEDA ST NB GREENLEAF BLVD (E) CALDWELL ST (E) AC B 2 1,454 39 57,600 6/10/24 70 52 36 12 New Construction - Initial 1/1/80 320 4 ALAMEDA ST NB CALDWELL ST (E) ALONDRA BLVD (E) AC B 2 1,260 40 47,201 6/10/24 66 41 41 18 New Construction - Initial 1/1/80 320 5 ALAMEDA ST NB ALONDRA BLVD (E) MYRRH ST (E) AC B 2 1,365 46 59,612 6/10/24 71 63 29 8 New Construction - Initial 1/1/80 320 6 ALAMEDA ST NB MYRRH ST (E) COMPTON BLVD (E) AC B 2 1,356 46 56,334 6/10/24 73 42 39 19 New Construction - Initial 1/1/80 320 7 ALAMEDA ST NB COMPTON BLVD (E) ELM ST (E) AC B 2 1,731 46 73,903 6/24/24 76 69 15 16 New Construction - Initial 1/1/80 320 8 ALAMEDA ST NB ELM ST (E) ROSECRANS AVE (E) AC B 2 967 46 42,925 6/24/24 43 50 49 1 New Construction - Initial 1/1/80 320 9 ALAMEDA ST NB ROSECRANS AVE (E) 1450' N of ROSECRANS AC B 2 1,450 46 61,870 6/24/24 53 45 52 3 New Construction - Initial 1/1/80 330 1 ALAMEDA ST SB CITY LIMITS (S) MANVILLE ST (E) AC B 4 397 46 27,717 6/11/24 61 91 5 4 New Construction - Initial 1/1/80 330 10 ALAMEDA ST SB ELM ST (E) ROSECRANS AVE (E) AC B 4 971 60 50,119 6/19/24 76 39 18 43 New Construction - Initial 1/1/80 330 11 ALAMEDA ST SB ROSECRANS AVE (E) MEALY ST (E) AC B 4 816 58 43,590 6/19/24 66 27 49 24 New Construction - Initial 1/1/80 330 12 ALAMEDA ST SB MEALY ST (E) CITY LIMITS (N) AC B 4 1,190 58 63,886 6/19/24 70 45 40 15 New Construction - Initial 1/1/80 330 19 ALAMEDA ST SB CITY LIMITS (N) WEBER AVE (E) AC B 4 916 55 52,444 6/25/24 79 42 41 17 New Construction - Initial 1/1/80 330 2 ALAMEDA ST SB MANVILLE ST (E) ARTESIA BLVD (E) AC B 4 1,337 46 59,268 6/11/24 53 58 35 7 New Construction - Initial 1/1/80 330 3 ALAMEDA ST SB ARTESIA BLVD (E) AUTO DR (S) AC B 4 1,176 46 73,222 6/19/24 64 41 59 0 New Construction - Initial 1/1/80 330 4 ALAMEDA ST SB AUTO DR (S) GREENLEAF BLVD (E) AC B 4 1,405 46 84,323 6/19/24 39 24 64 12 New Construction - Initial 1/1/80 330 5 ALAMEDA ST SB GREENLEAF BLVD (E) CALDWELL ST (E) AC B 4 1,237 60 68,025 6/19/24 74 31 56 13 New Construction - Initial 1/1/80 330 6 ALAMEDA ST SB CALDWELL ST (E) ALONDRA BLVD (E) AC B 4 1,455 60 76,868 6/19/24 74 37 27 36 New Construction - Initial 1/1/80 330 7 ALAMEDA ST SB ALONDRA BLVD (E) MYRRH ST (E) AC B 4 1,423 60 71,475 6/19/24 75 39 16 45 New Construction - Initial 1/1/80 330 8 ALAMEDA ST SB MYRRH ST (E) COMPTON BLVD (E) AC B 4 1,282 60 69,645 6/19/24 80 35 31 34 New Construction - Initial 1/1/80 330 9 ALAMEDA ST SB COMPTON BLVD (E) ELM ST (E) AC B 4 1,731 60 84,251 6/19/24 77 38 25 37 New Construction - Initial 1/1/80 430 1 ALONDRA BLVD EB CITY LIMITS (W) OYMAR AVE (S) AC C 2 1,295 40 41,564 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 430 10 ALONDRA BLVD EB WILLOWBROOK AVE (S) ALAMEDA ST (S) AC C 2 1,264 36 41,203 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 430 11 ALONDRA BLVD EB ALAMEDA ST (S) SANTA FE AVE (S) AC C 2 966 32 24,471 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 430 12 ALONDRA BLVD EB SANTA FE AVE (S) MAYO AVE (S) AC C 2 1,150 33 38,883 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 430 13 ALONDRA BLVD EB MAYO AVE (S) LONG BEACH BLVD (S) AC C 2 1,485 33 53,583 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 430 14 ALONDRA BLVD EB LONG BEACH BLVD (S) PANNES AVE (S) AC C 2 1,475 33 52,971 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 430 15 ALONDRA BLVD EB PANNES AVE (S) 310' E of HARRIS AVE (S) AC C 2 1,443 33 49,602 3/8/24 84 48 52 0 New Construction - Initial 1/1/80 430 16 ALONDRA BLVD EB CITY LIMITS (W) 315' W of ATLANTIC (S) AC C 2 279 28 8,169 6/25/24 89 76 24 0 New Construction - Initial 1/1/80 430 17 ALONDRA BLVD EB 315' W of ATLANTIC (S) ATLANTIC AVE (S) PCC C 3 315 33 14,421 6/25/24 78 34 23 43 New Construction - Initial 1/1/80 430 18 ALONDRA BLVD EB ATLANTIC AVE (S) I-710 SB ON RAMP AC C 2 612 30 19,928 6/26/24 69 45 55 0 New Construction - Initial 1/1/80 430 19 ALONDRA BLVD EB I-710 SB ON RAMP I-710 OVERPASS AC C 2 380 36 16,576 6/26/24 33 46 54 0 New Construction - Initial 1/1/80 430 2 ALONDRA BLVD EB OYMAR AVE (S) KEENE AVE (S) AC C 2 1,710 36 61,930 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 430 20 ALONDRA BLVD EB I-710 OVERPASS CITY LIMITS AAC C 2 135 36 7,210 6/26/24 98 100 0 0 Overlay - AC Structural 7/14/20 430 21 ALONDRA BLVD EB ATLANTIC AVE END PCC PCC C 2 140 30 4,539 6/26/24 61 70 0 30 New Construction - Initial 1/1/80 430 3 ALONDRA BLVD EB KENNE AVE (S) CENTRAL AVE (S) AC C 2 545 33 19,491 3/8/24 97 60 40 0 New Construction - Initial 1/1/80 430 4 ALONDRA BLVD EB CENTRAL AVE (S) NORTHWOOD AVE (S) AC C 2 1,785 30 51,413 3/8/24 96 100 0 0 New Construction - Initial 1/1/80 430 5 ALONDRA BLVD EB NORTHWOOD AVE (S) DWIGHT AVE (S) AC C 2 925 30 27,563 3/8/24 96 100 0 0 New Construction - Initial 1/1/80 430 6 ALONDRA BLVD EB DWIGHT AVE (S) WILMINGTON AVE (S) AC C 2 1,151 33 38,209 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 430 7 ALONDRA BLVD EB WILMINGTON AVE (S) CENTER AVE (S) AC C 2 1,285 36 45,780 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 430 8 ALONDRA BLVD EB CENTER AVE (S) OLEANDER AVE (S) AC C 2 1,368 40 47,741 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 430 9 ALONDRA BLVD EB OLEANDER AVE (S) WILLOWBROOK AVE (S) AC C 2 1,340 36 43,277 3/8/24 97 60 40 0 New Construction - Initial 1/1/80 450 1 ALONDRA BLVD WB CITY LIMITS (E) I-710 OVERPASS AC C 2 135 36 5,586 6/26/24 98 100 0 0 New Construction - Initial 1/1/80 450 10 ALONDRA BLVD WB WILLOWBROOK AVE (S) OLEANDER AVE (S) AC C 2 1,345 35 45,314 3/8/24 97 100 0 0 New Construction - Initial 1/1/80 450 11 ALONDRA BLVD WB OLEANDER AVE (S) CENTER AVE (S) AC C 2 1,365 46 45,724 3/8/24 97 100 0 0 New Construction - Initial 1/1/80 450 12 ALONDRA BLVD WB CENTER AVE (S) WILMINGTON AVE (S) AC C 2 1,290 42 46,708 3/8/24 96 72 28 0 New Construction - Initial 1/1/80 450 13 ALONDRA BLVD WB WILMINGTON AVE (S) DWIGHT AVE (S) AC C 2 1,150 32 42,857 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 450 14 ALONDRA BLVD WB DWIGHT AVE (S) NORTHWOOD AVE (S) AC C 2 930 32 36,345 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 450 15 ALONDRA BLVD WB NORTHWOOD AVE (S) CENTRAL AVE (S) AC C 2 1,765 32 63,646 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 450 16 ALONDRA BLVD WB CENTRAL AVE (S) KEENE AVE (S) AC C 2 545 36 17,667 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 450 17 ALONDRA BLVD WB KEENE AVE (S) OYMAR AVE (S) AC C 2 1,710 38 63,357 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 450 18 ALONDRA BLVD WB OYMAR AVE (S) CITY LIMIT (W) AC C 2 1,290 38 42,006 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 450 19 ALONDRA BLVD WB I-710 OVERPASS I-710 SB ON RAMP AC C 2 440 36 16,456 6/26/24 33 29 71 0 New Construction - Initial 1/1/80

City of Compton, CA
2023-24 Pavement Condition Index (PCI) Report - All Streets Sorted by Rank, Name Order (A-Z)
BranchID Sec iD Name From To Surface Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date 450 2 ALONDRA BLVD WB LIME AVE (S) ATLANTIC AVE (S) PCC C 4 350 50 12,932 6/26/24 80 54 0 46 New Construction - Initial 1/1/80 450 20 ALONDRA BLVD WB I-710 SB ON RAMP LIME ST (S) AC C 2 408 33 16,282 6/26/24 98 100 0 0 New Construction - Initial 1/1/80 450 21 ALONDRA BLVD WB ATLANTIC AVE END PCC PCC C 2 140 24 5,202 6/26/24 80 45 16 39 New Construction - Initial 1/1/80 450 3 ALONDRA BLVD WB END PCC W/ ATLANTIC AVE CITY LIMITS (W) AC C 2 639 35 18,824 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 450 4 ALONDRA BLVD WB CITY LIMITS (E) PANNES AVE (S) AC C 2 1,443 36 53,760 3/8/24 87 45 55 0 New Construction - Initial 1/1/80 450 5 ALONDRA BLVD WB PANNES AVE (S) LONG BEACH BLVD (S) AC C 2 1,475 36 49,584 3/8/24 98 65 35 0 New Construction - Initial 1/1/80 450 6 ALONDRA BLVD WB LONG BEACH BLVD (S) MAYO AVE (S) AC C 2 1,485 34 51,683 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 450 7 ALONDRA BLVD WB MAYO AVE (S) SANTA FE AVE (S) AC C 2 1,150 34 42,810 3/8/24 98 100 0 0 New Construction - Initial 1/1/80 450 8 ALONDRA BLVD WB SANTA FE AVE (S) ALAMEDA ST (S) AC C 2 975 34 25,282 3/8/24 97 100 0 0 New Construction - Initial 1/1/80 450 9 ALONDRA BLVD WB ALAMEDA ST (S) WILLOWBROOK AVE (S) AC C 2 1,270 34 40,050 3/8/24 52 54 46 0 New Construction - Initial 1/1/80 530 1 ARTESIA BLVD EB CENTRAL AVE (S) 1285' E of CENTRAL AVE AC A 2 1,285 24 49,982 6/10/24 39 59 40 1 New Construction - Initial 1/1/80 530 2 ARTESIA BLVD EB 1285' E of CENTRAL AVE 2570' E of CENTRAL AVE AC A 2 1,285 24 38,137 6/10/24 44 61 38 1 New Construction - Initial 1/1/80 530 3 ARTESIA BLVD EB 2580' E of CENTRAL AVE WILMINGTON AVE (S) AC A 2 1,285 24 46,533 6/10/24 42 50 34 16 New Construction - Initial 1/1/80 530 4 ARTESIA BLVD EB WILMINGTON AVE (S) 1850' E of WILMINGTON AC A 2 1,850 24 62,192 6/10/24 31 41 51 8 New Construction - Initial 1/1/80 530 5 ARTESIA BLVD EB 1850' E of WILMINGTON ACACIA AVE (S) AC A 2 1,580 24 56,043 6/10/24 20 40 60 0 New Construction - Initial 1/1/80 530 6 ARTESIA BLVD EB ACACIA AVE RR TRACK OVERPASS AC A 2 748 22 17,887 6/10/24 48 35 65 0 New Construction - Initial 1/1/80 530 7 ARTESIA BLVD EB RR TRACK OVERPASS ALAMEDA ST OVERPASS AC A 2 895 22 29,675 6/10/24 57 37 59 4 New Construction - Initial 1/1/80 530 8 ARTESIA BLVD EB ALAMEDA ST OVERPASS SANTA FE AVE AC A 2 570 34 22,409 6/25/24 60 55 45 0 New Construction - Initial 1/1/80 540 1 ARTESIA BLVD WB ALAMEDA ST OVERPASS RR TRACKS OVERPASS AC A 4 885 22 22,383 6/10/24 51 29 71 0 New Construction - Initial 1/1/80 540 10 ARTESIA BLVD WB RR TRACKS OVERPASS ACACIA AVE AC A 2 756 22 15,638 6/10/24 50 19 81 0 New Construction - Initial 1/1/80 540 2 ARTESIA BLVD WB ACACIA AVE (S) AMERICAN DAWN INC AC A 2 1,452 33 52,920 6/10/24 21 33 57 10 New Construction - Initial 1/1/80 540 3 ARTESIA BLVD WB AMERICAN DAWN INC WILMINGTON AVE (S) AC A 2 2,003 33 64,943 6/10/24 27 41 57 2 New Construction - Initial 1/1/80 540 4 ARTESIA BLVD WB WILMINGTON AVE (S) ANDERSON AVE (S) AC A 2 1,890 30 62,562 6/10/24 24 40 50 10 New Construction - Initial 1/1/80 540 5 ARTESIA BLVD WB ANDERSON AVE (S) CENTRAL AVE (S) AC A 2 1,925 30 63,603 6/10/24 34 60 28 12 New Construction - Initial 1/1/80 540 6 ARTESIA BLVD WB SANTA FE AVE (S) ALAMEDA ST OVERPASS AC A 4 570 34 19,791 6/25/24 60 61 39 0 New Construction - Initial 1/1/80 540 7 ARTESIA BLVD WB SANTA FE AVE (S) HARBOR AVE (S) AC A 2 2,232 42 84,403 6/25/24 21 32 50 18 New Construction - Initial 1/1/80 540 8 ARTESIA BLVD WB HARBOR AVE (S) CITY LIMITS (E) AC A 2 505 36 40,554 6/25/24 91 85 15 0 Complete Reconstruction - AC 5/1/16 540 9 ARTESIA BLVD WB HARBOR AVE (S) SANTA FE AVE (S) AC A 2 2,232 40 81,783 6/25/24 28 34 44 22 New Construction - Initial 1/1/80 560 1 ATLANTIC AVE NB BRIDGE DECK SPORTSMAN DR (S) AC A 2 281 40 7,470 6/25/24 31 53 37 10 New Construction - Initial 1/1/80 560 10 ATLANTIC AVE NB BEGIN PCC (300' S/ ALONDRA BLVD) ALONDRA BLVD PCC A 2 310 32 13,281 6/26/24 66 66 5 29 New Construction - Initial 1/1/80 560 11 ATLANTIC AVE NB ALONDRA BLVD END PCC PCC A 2 87 30 2,544 6/26/24 80 100 0 0 New Construction - Initial 1/1/80 560 2 ATLANTIC AVE NB SPORTSMAN DR (S) ATLANTIC DR (S) AC A 2 1,336 44 45,894 6/18/24 29 51 37 12 New Construction - Initial 1/1/80 560 3 ATLANTIC AVE NB ATLANTIC DR (S) BEGIN PCC AC A 2 572 34 8,559 6/18/24 32 60 30 10 New Construction - Initial 1/1/80 560 4 ATLANTIC AVE NB ALONDRA BLVD (E) CITY LIMITS (N) AC A 2 254 28 4,113 6/26/24 11 36 49 15 New Construction - Initial 1/1/80 560 5 ATLANTIC AVE NB CITY LIMITS (S) SAN VINCENTE ST (E) AC A 2 378 34 13,341 6/26/24 21 28 50 22 New Construction - Initial 1/1/80 560 6 ATLANTIC AVE NB SAN VINCENTE ST (E) CITY LIMITS (N) AC A 2 393 34 12,561 6/26/24 22 22 57 21 New Construction - Initial 1/1/80 560 7 ATLANTIC AVE NB CITY LIMTS (S) ROSECRANS AVE (E) AC A 2 252 34 10,146 6/26/24 33 40 60 0 New Construction - Initial 1/1/80 560 8 ATLANTIC AVE NB ROSECRANS AVE (E) CITY LIMIT (N) AC A 2 164 34 4,219 6/26/24 53 100 0 0 New Construction - Initial 1/1/80 560 9 ATLANTIC AVE NB CITY LIMITS (S) MCMILLAN ST (E) AC A 2 134 28 3,821 6/26/24 34 67 33 0 New Construction - Initial 1/1/80 550 1 ATLANTIC AVE SB MCMILLAN ST (E) CITY LIMITS (S) APC A 2 134 34 2,864 6/26/24 55 36 64 0 New Construction - Initial 1/1/80 550 10 ATLANTIC AVE SB BEGIN PCC (145' N/ ALONDRA BLVD) ALONDRA BLVD PCC A 2 145 40 5,780 6/26/24 85 43 0 57 New Construction - Initial 1/1/80 550 11 ATLANTIC AVE SB ALONDRA BLVD END PCC (85' S/ ALONDRA BLVD) PCC A 2 85 32 2,222 6/25/24 84 66 0 34 New Construction - Initial 1/1/80 550 2 ATLANTIC AVE SB CITY LIMITS (N) ROSECRANS AVE (E) AC A 2 164 34 5,582 6/26/24 38 70 30 0 New Construction - Initial 1/1/80 550 3 ATLANTIC AVE SB ROSECRANS AVE (E) CITY LIMITS (S) AC A 2 252 34 8,222 6/26/24 55 48 52 0 New Construction - Initial 1/1/80 550 4 ATLANTIC AVE SB CITY LIMITS (N) SAN VINCENTE ST (E) AC A 2 393 34 14,216 6/26/24 33 39 44 17 New Construction - Initial 1/1/80 550 5 ATLANTIC AVE SB SAN VINCENTE ST (E) CITY LIMITS (S) AC A 2 378 34 12,069 6/26/24 25 41 59 0 New Construction - Initial 1/1/80 550 6 ATLANTIC AVE SB CITY LIMITS (N) ALONDRA BLVD (E) AC A 3 254 34 3,429 6/26/24 19 39 44 17 New Construction - Initial 1/1/80 550 7 ATLANTIC AVE SB ALONDRA BLVD (E) ATLANTIC DR (S) AC A 2 572 34 17,358 6/25/24 43 53 44 3 New Construction - Initial 1/1/80 550 8 ATLANTIC AVE SB ATLANTIC DR (S) SPORTSMAN DR (S) AC A 2 1,336 35 46,344 6/25/24 38 47 44 9 New Construction - Initial 1/1/80 550 9 ATLANTIC AVE SB SPORTSMAN DR (S) BRIDGE DECK AC A 2 281 40 7,911 6/25/24 36 54 38 8 New Construction - Initial 1/1/80 730 1 BRADFIELD AVE (N) COMPTON BLVD (E) SAN VINCENTE ST (E) AAC B 2 1,207 36 31,916 6/4/24 97 84 0 16 Overlay - AC Structural 7/14/20 730 2 BRADFIELD AVE (N) SAN VINCENTE ST (E) ROSECRANS AVE (E) AC C 2 1,512 36 43,401 6/4/24 62 23 71 6 Complete Reconstruction - AC 3/31/20 730 3 BRADFIELD AVE (N) ROSECRANS AVE (E) EZMIRLIAM ST (E) AAC C 2 949 36 33,085 4/17/24 100 0 0 0 Overlay - AC Structural 6/13/23 730 4 BRADFIELD AVE (N) EZMIRLIAM ST (E) DIANE DR (E) AAC C 2 1,164 36 40,565 4/17/24 100 0 0 0 Overlay - AC Structural 6/13/23 730 5 BRADFIELD AVE (N) DIANE DR (E) CITY LIMITS AAC C 2 1,031 36 36,427 4/17/24 100 0 0 0 Overlay - AC Structural 6/13/23 840 1 CALDWELL ST (E) WILLOWBROOK AVE (S) ALAMEDA ST (S) AC B 2 1,417 36 37,509 6/12/24 76 58 42 0 New Construction - Initial 1/1/80 840 2 CALDWELL ST (E) ALAMEDA ST (S) END (E) AC B 2 981 20 15,490 6/10/24 12 42 56 2 New Construction - Initial 1/1/80 840 3 CALDWELL ST (E) END (W) MAYO AVE (S) AC B 2 680 36 21,619 6/24/24 19 23 63 14 New Construction - Initial 1/1/80 840 4 CALDWELL ST (E) MAYO AVE (S) BURRIS AVE (S) AC B 2 580 36 16,237 6/24/24 24 29 58 13 New Construction - Initial 1/1/80 840 5 CALDWELL ST (E) BURRIS AVE (S) TEMPLE AVE (S) AC B 2 889 36 31,256 6/25/24 45 38 62 0 Surface Treatment - Slurry Seal 1/19/16

City of Compton, CA
2023-24 Pavement Condition Index (PCI) Report - All Streets Sorted by Rank, Name Order (A-Z)
BranchID Sec iD Name From To Surface Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date 840 6 CALDWELL ST (E) TEMPLE AVE (S) CITY LIMITS AC B 2 545 36 18,515 6/25/24 31 38 52 10 New Construction - Initial 1/1/80 840 7 CALDWELL ST (E) HARRIS AVE ATLANTIC DR (S) AC B 2 1,570 33 53,061 6/18/24 95 100 0 0 Complete Reconstruction - AC 5/1/16 830 1 CALDWELL ST (W) END (W) MCKINLEY AVE AAC B 2 1,195 36 40,679 4/5/24 96 100 0 0 Overlay - AC Structural 7/14/20 830 10 CALDWELL ST (W) OLEANDER AVE (S) END AC B 2 404 36 14,204 6/12/24 44 16 83 1 Cape Seal 1/1/15 830 11 CALDWELL ST (W) END (W) WILLOWBROOK AVE (S) AC B 2 778 36 27,937 6/12/24 79 66 34 0 New Construction - Initial 1/1/80 830 2 CALDWELL ST (W) MCKINLEY AVE WADSWORTH AVE (S) AAC B 2 1,308 36 44,164 4/5/24 96 100 0 0 Overlay - AC Structural 7/14/20 830 3 CALDWELL ST (W) WADSWORTH AVE (S) KEENE AVE (S) AAC B 2 1,149 36 37,750 4/5/24 96 100 0 0 Overlay - AC Structural 7/14/20 830 4 CALDWELL ST (W) KEENE AVE (S) HILLFORD AVE (S) AAC B 2 884 36 27,375 4/5/24 93 49 51 0 Overlay - AC Structural 7/14/20 830 5 CALDWELL ST (W) HILLFORD AVE (S) NORTHWOOD AVE (S) AAC B 2 1,165 36 42,523 4/5/24 95 100 0 0 Overlay - AC Structural 7/14/20 830 6 CALDWELL ST (W) NORTHWOOD AVE (S) DWIGHT AVE (S) AAC B 2 1,032 36 36,004 4/5/24 94 100 0 0 Overlay - AC Structural 7/14/20 830 7 CALDWELL ST (W) DWIGHT AVE (S) WILMINGTON AVE (S) AAC B 2 1,190 36 39,522 4/5/24 93 68 32 0 Overlay - AC Structural 7/14/20 830 8 CALDWELL ST (W) WILMINGTON AVE (S) CENTER ST (S) AAC B 2 1,297 36 37,724 6/12/24 90 60 40 0 Overlay - AC Structural 7/14/20 830 9 CALDWELL ST (W) CENTER ST (S) OLEANDER AVE (S) AAC B 2 1,372 36 39,652 6/12/24 89 24 71 5 Overlay - AC Structural 7/14/20 3130 1 CASTLEGATE AVE (S) CITY LIMITS MCMILLAN ST (E) AC B 2 130 36 3,060 6/26/24 84 93 0 7 New Construction - Initial 1/1/80 920 1 CENTER AVE (S) GREENLEAF BLVD (W) BENNETT ST (W) AC C 2 517 36 10,534 4/12/24 37 21 70 9 New Construction - Initial 1/1/80 920 2 CENTER AVE (S) BENNETT ST (W) CALDWELL ST (W) AC C 2 658 36 12,748 4/12/24 39 17 65 18 Surface Treatment-Cape Seal 1/19/16 920 3 CENTER AVE (S) CALDWELL ST (W) TICHENOR ST (W) AC C 2 627 24 11,703 4/12/24 22 20 75 5 New Construction - Initial 1/1/80 920 4 CENTER AVE (S) TICHENOR ST (W) ALONDRA BLVD (W) AC C 2 999 20 19,966 4/12/24 26 14 78 8 New Construction - Initial 1/1/80 920 5 CENTER AVE (S) ALONDRA BLVD (W) CYPRESS ST (W) AAC C 2 641 36 30,803 4/12/24 58 49 49 2 Overlay - AC Structural 1/18/11 920 6 CENTER AVE (S) CYPRESS ST (W) LAUREL ST (W) AAC C 2 1,108 36 40,434 4/12/24 64 64 36 0 Overlay - AC Structural 1/18/11 930 1 CENTRAL AVE NB CITY LIMITS (S) 91 FWY BRIDGE AC A 2 1,208 36 54,370 6/11/24 24 28 69 3 New Construction - Initial 1/1/80 930 10 CENTRAL AVE NB 156TH ST (W) 154TH ST (W) AC A 2 465 33 20,784 4/16/24 95 100 0 0 Complete Reconstruction - AC 1/15/19 930 11 CENTRAL AVE NB 154TH ST (W) COMPTON BLVD (W) AC A 2 1,135 32 38,335 4/16/24 92 51 49 0 Complete Reconstruction - AC 1/15/19 930 12 CENTRAL AVE NB COMPTON BLVD (W) POPLAR ST (W) AC A 1 1,518 28 49,908 4/16/24 86 99 1 0 Complete Reconstruction - AC 5/1/16 930 13 CENTRAL AVE NB POPLAR ST (W) ROSECRANS AVE (W) AC A 1 1,060 22 33,919 4/16/24 83 75 25 0 Complete Reconstruction - AC 5/1/16 930 14 CENTRAL AVE NB CITY LIMITS (S) 138TH ST (W) AC A 2 670 35 30,915 4/15/24 92 100 0 0 Complete Reconstruction - AC 5/1/16 930 15 CENTRAL AVE NB 138TH ST (W) PIRU ST (W) AC A 2 775 35 29,930 4/15/24 92 100 0 0 Complete Reconstruction - AC 5/1/16 930 16 CENTRAL AVE NB PIRU ST (W) STOCKWELL ST (W) AC A 2 210 35 7,249 4/15/24 91 95 0 5 Complete Reconstruction - AC 5/1/16 930 17 CENTRAL AVE NB STOCKWELL ST (W) CITY LIMITS (N) AC A 2 1,280 35 45,302 4/15/24 89 79 21 0 Complete Reconstruction - AC 5/1/16 930 2 CENTRAL AVE NB 91 FWY BRIDGE WALNUT ST (W) AC A 2 610 36 23,679 6/11/24 26 40 58 2 New Construction - Initial 1/1/80 930 3 CENTRAL AVE NB CEMENTARY ENT. REEVE ST (W) AC A 2 1,780 35 56,617 4/16/24 94 80 20 0 Complete Reconstruction - AC 1/15/19 930 4 CENTRAL AVE NB REEVE ST (W) ALONDRA BLVD (W) AC A 2 675 34 22,063 4/16/24 93 58 42 0 Complete Reconstruction - AC 1/15/19 930 5 CENTRAL AVE NB ALONDRA BLVD (W) 156TH ST (W) AC A 2 1,105 30 37,349 4/16/24 94 80 20 0 Complete Reconstruction - AC 1/15/19 3490 1 CENTRAL AVE SB CITY LIMITS (N) 135TH ST (W) AC A 2 1,280 35 49,278 4/15/24 90 100 0 0 Complete Reconstruction - AC 5/1/16 3490 10 CENTRAL AVE SB ALONDRA BLVD (W) REEVE ST (W) AC A 2 675 30 21,726 4/16/24 94 78 0 22 Complete Reconstruction - AC 1/15/19 3490 11 CENTRAL AVE SB REEVE ST (W) CITY LIMIT (S) AC A 2 1,780 30 51,976 4/16/24 94 78 22 0 Complete Reconstruction - AC 1/15/19 3490 12 CENTRAL AVE SB WALNUT ST (W) ARTESIA BLVD (W) AC A 3 610 30 23,333 6/11/24 33 46 46 8 New Construction - Initial 1/1/80 3490 13 CENTRAL AVE SB 91 FWY BRIDGE CITY LIMIT (S) AC A 2 1,335 32 50,337 6/11/24 90 76 0 24 New Construction - Initial 1/1/80 3490 2 CENTRAL AVE SB 135TH ST (W) PIRU ST(W) AC A 2 210 35 8,615 4/15/24 91 95 0 5 Complete Reconstruction - AC 5/1/16 3490 3 CENTRAL AVE SB PIRU ST (W) 200' N ROSECRANS AVE (W) AC A 2 1,876 35 68,338 4/15/24 90 95 0 5 Complete Reconstruction - AC 5/1/16 3490 4 CENTRAL AVE SB 200' N ROSECRANS AVE ROSECRANS AVE (W) PCC A 2 200 35 9,732 4/15/24 67 8 46 46 New Construction - Initial 1/1/80 3490 5 CENTRAL AVE SB ROSECRANS AVE (W) POPLAR ST (W) AC A 1 1,060 21 38,008 4/16/24 87 100 0 0 Complete Reconstruction - AC 5/1/16 3490 6 CENTRAL AVE SB POPLAR ST (W) COMPTON BLVD (W) AC A 2 1,518 30 49,033 4/16/24 85 78 8 14 Complete Reconstruction - AC 5/1/16 3490 7 CENTRAL AVE SB COMPTON BLVD (W) 154TH ST (W) AC A 2 1,232 30 49,487 4/16/24 96 100 0 0 Complete Reconstruction - AC 1/15/19 3490 8 CENTRAL AVE SB 154TH ST (W) 156TH ST (W) AC A 2 463 30 17,010 4/16/24 96 100 0 0 Complete Reconstruction - AC 1/15/19 3490 9 CENTRAL AVE SB 156TH ST (W) ALONDRA BLVD (W) AC A 2 1,105 30 35,547 4/16/24 94 55 45 0 Complete Reconstruction - AC 1/15/19 1030 4 COMPTON AVE END PCC N/ EL SEGUNDO BLVD CITY LIMITS (N) AC C 4 380 60 12,203 5/29/24 25 35 54 11 New Construction - Initial 1/1/80 1030 5 COMPTON AVE EL SEGUNDO BLVD END PCC N/ EL SEGUNDO BLVD PCC C 2 215 60 9,556 5/29/24 78 23 20 57 New Construction - Initial 1/1/80 1040 1 COMPTON BLVD EB CITY LIMITS (W) APRILLA AVE (S) AC A 2 1,170 35 78,472 6/17/24 41 43 56 1 New Construction - Initial 1/1/80 1040 10 COMPTON BLVD EB ALAMEDA ST (S) SANTA FE AVE (S) AAC A 2 1,265 36 48,133 6/4/24 91 35 34 31 Overlay - AC Structural 12/18/17 1040 11 COMPTON BLVD EB SANTA FE AVE (S) BURRIS AVE (S) AAC A 2 1,285 38 50,113 6/4/24 94 43 48 9 Overlay - AC Structural 12/18/17 1040 12 COMPTON BLVD EB BURRIS AVE (S) LONG BEACH BLVD (S) AAC A 2 1,055 37 42,582 6/4/24 96 39 0 61 Overlay - AC Structural 12/18/17 1040 13 COMPTON BLVD EB LONG BEACH BLVD (S) BRADFORD AVE (S) AC A 2 1,315 39 47,811 6/26/24 34 44 40 16 New Construction - Initial 1/1/80 1040 14 COMPTON BLVD EB BRADFORD AVE (S) LOCUST AVE (S) AC A 2 945 32 35,541 6/18/24 28 47 42 11 New Construction - Initial 1/1/80 1040 15 COMPTON BLVD EB LOCUST AVE (S) HARRIS AVE (S) AC A 2 640 32 18,005 6/18/24 25 46 39 15 New Construction - Initial 1/1/80 1040 16 COMPTON BLVD EB HARRIS AVE (S) CITY LIMITS (E) AC A 2 145 32 4,179 6/18/24 28 46 44 10 New Construction - Initial 1/1/80 1040 2 COMPTON BLVD EB APRILLA AVE (S) CENTRAL AVE (S) AC A 2 1,320 32 91,479 6/17/24 45 36 48 16 New Construction - Initial 1/1/80 1040 3 COMPTON BLVD EB CENTRAL AVE (S) TAJAUTA AVE (S) AC A 2 1,640 32 49,963 6/17/24 69 26 34 40 New Construction - Initial 1/1/80 1040 4 COMPTON BLVD EB TAJAUTA AVE (S) DWIGHT AVE (S) AC A 2 1,310 32 40,273 6/17/24 64 28 36 36 New Construction - Initial 1/1/80 1040 5 COMPTON BLVD EB DWIGHT AVE (S) WILMINGTON AVE (S) AC A 2 1,310 30 37,741 6/17/24 65 23 53 24 New Construction - Initial 1/1/80

City of Compton, CA
2023-24 Pavement Condition Index (PCI) Report - All Streets Sorted by Rank, Name Order (A-Z)
BranchID Sec iD Name From To Surface Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date 1040 55 COMPTON BLVD EB WILLIAMS AVE (E) CITY LIMITS (E) AC A 2 98 38 3,028 6/26/24 19 44 36 20 New Construction - Initial 1/1/80 1040 6 COMPTON BLVD EB WILMINGTON AVE (S) ARANBE AVE (N) AC A 2 1,715 28 43,623 6/17/24 68 45 36 19 New Construction - Initial 1/1/80 1040 7 COMPTON BLVD EB ARANBE AVE (N) ACACIA AVE (S) AC A 2 1,625 28 45,197 5/30/24 65 64 31 5 New Construction - Initial 1/1/80 1040 8 COMPTON BLVD EB ACACIA AVE (S) WILLOWBROOK AVE (S) AC A 2 670 32 21,431 5/30/24 57 39 54 7 New Construction - Initial 1/1/80 1040 9 COMPTON BLVD EB WILLOWBROOK AVE (S) ALAMEDA ST (S) AAC A 2 1,255 32 31,863 5/30/24 93 24 69 7 Overlay - AC Structural 7/14/20 1050 1 COMPTON BLVD WB CITY LIMITS (E) WILLIAMS AVE (E) AC A 2 95 38 3,451 6/26/24 24 37 45 18 New Construction - Initial 1/1/80 1050 10 COMPTON BLVD WB WILLOWBROOK AVE (N) ACACIA AVE (N) AC A 2 660 26 16,205 5/30/24 76 52 22 26 New Construction - Initial 1/1/80 1050 11 COMPTON BLVD WB ACACIA AVE (N) ARANBE AVE (N) AC A 2 1,620 32 44,456 5/30/24 68 53 32 15 New Construction - Initial 1/1/80 1050 12 COMPTON BLVD WB ARANBE AVE (N) WILMINGTON AVE (N) AC A 2 1,720 28 49,222 6/17/24 53 46 41 13 New Construction - Initial 1/1/80 1050 13 COMPTON BLVD WB WILMINGTON AVE (N) DWIGHT AVE (N) AC A 2 1,310 26 34,776 6/17/24 72 38 43 19 New Construction - Initial 1/1/80 1050 14 COMPTON BLVD WB DWIIGHT AVE (N) TAJAUTA AVE (N) AC A 2 1,320 26 31,059 6/17/24 52 31 68 1 New Construction - Initial 1/1/80 1050 15 COMPTON BLVD WB TAJAUTA AVE (N) CENTRAL AVE (N) AC A 2 1,640 26 40,375 6/17/24 65 28 66 6 New Construction - Initial 1/1/80 1050 2 COMPTON BLVD WB CITY LIMITS (E) HARRIS AVE (S) AC A 2 145 38 4,248 6/26/24 54 38 58 4 New Construction - Initial 1/1/80 1050 3 COMPTON BLVD WB HARRIS AVE (S) LOCUST AVE (N) AC A 2 511 28 17,316 6/26/24 25 43 35 22 New Construction - Initial 1/1/80 1050 4 COMPTON BLVD WB LOCUST AVE (N) BRADFORD AVE (N) AC A 2 955 32 37,093 6/26/24 27 37 38 25 New Construction - Initial 1/1/80 1050 5 COMPTON BLVD WB BRADFORD AVE (N) LONG BEACH BLVD (N) AC A 2 1,310 37 51,014 6/26/24 33 51 41 8 New Construction - Initial 1/1/80 1050 6 COMPTON BLVD WB LONG BEACH BLVD (N) BURRIS AVE (N) AAC A 2 1,070 36 42,999 6/4/24 90 19 0 81 Overlay - AC Structural 12/18/17 1050 7 COMPTON BLVD WB BURRIS AVE (N) SANTE FE AVE (N) AAC A 2 1,290 38 51,086 6/4/24 94 38 0 62 Overlay - AC Structural 12/18/17 1050 8 COMPTON BLVD WB SANTE FE AVE (N) ALAMEDA ST (N) AAC A 2 1,270 38 44,841 6/4/24 97 77 0 23 Overlay - AC Structural 12/18/17 1050 9 COMPTON BLVD WB ALAMEDA ST (N) WILLOWBROOK AVE (N) AAC A 2 1,255 32 35,568 5/30/24 95 61 30 9 Overlay - AC Structural 7/14/20 1240 1 EL SEGUNDO BLVD (W) CITY LIMITS PARMELEE AVE (N) AC A 2 1,356 30 46,469 5/28/24 70 56 38 6 New Construction - Initial 1/1/80 1240 10 EL SEGUNDO BLVD (W) COMPTON AVE (N) END PCC PCC A 2 114 30 3,809 5/29/24 79 56 0 44 New Construction - Initial 1/1/80 1240 11 EL SEGUNDO BLVD (W) END PCC PARMELEE AVE (N) AC A 2 998 30 32,496 5/28/24 73 53 28 19 New Construction - Initial 1/1/80 1240 12 EL SEGUNDO BLVD (W) PARMELEE AVE (N) CITY LIMITS AC A 2 1,356 30 41,827 5/28/24 61 41 52 7 New Construction - Initial 1/1/80 1240 2 EL SEGUNDO BLVD (W) PARMELEE AVE (N) BEGIN PCC AC A 2 812 30 27,393 5/28/24 76 66 34 0 New Construction - Initial 1/1/80 1240 3 EL SEGUNDO BLVD (W) BEGIN PCC COMPTON AVE (N) PCC A 3 300 30 14,338 5/29/24 75 44 18 38 New Construction - Initial 1/1/80 1240 4 EL SEGUNDO BLVD (W) COMPTON AVE (N) END PCC PCC A 2 114 30 5,431 5/29/24 79 63 0 37 New Construction - Initial 1/1/80 1240 5 EL SEGUNDO BLVD (W) END PCC GRANDEE AVE (N) AC A 2 823 30 29,420 5/29/24 79 64 36 0 New Construction - Initial 1/1/80 1240 6 EL SEGUNDO BLVD (W) GRANDEE AVE (N) WILMINGTON AVE (N) AC A 2 1,233 30 43,602 5/29/24 73 49 51 0 New Construction - Initial 1/1/80 1240 7 EL SEGUNDO BLVD (W) WILMINGTON AVE (N) GRANDEE AVE (N) AC A 2 1,277 30 46,805 5/29/24 73 58 42 0 New Construction - Initial 1/1/80 1240 8 EL SEGUNDO BLVD (W) GRANDEE AVE (N) BEGIN PCC AC A 2 701 30 25,688 5/29/24 77 54 42 4 New Construction - Initial 1/1/80 1240 9 EL SEGUNDO BLVD (W) BEGIN PCC COMPTON AVE (N) PCC A 3 236 30 9,761 5/29/24 84 45 18 37 New Construction - Initial 1/1/80 1480 1 GREENLEAF BLVD CITY LIMIT (W) NORTHWOOD AVE (S) AC C 2 1,167 48 55,891 6/17/24 20 29 67 4 New Construction - Initial 1/1/80 1480 10 GREENLEAF BLVD LONG BEACH BLVD (S) MURIEL AVE (S) AC C 2 1,271 20 23,896 6/18/24 50 26 74 0 New Construction - Initial 1/1/80 1480 11 GREENLEAF BLVD MURIEL AVE (S) BUTLER AVE (S) AC C 2 1,253 20 23,083 6/18/24 51 22 73 5 New Construction - Initial 1/1/80 1480 12 GREENLEAF BLVD BUTLER AVE (S) ATLANTIC DR (S) AC C 2 1,223 20 21,235 6/18/24 33 22 70 8 New Construction - Initial 1/1/80 1480 2 GREENLEAF BLVD NORTHWOOD AVE (S) GREENLEAF DR AC C 2 1,145 46 54,174 6/17/24 26 33 67 0 New Construction - Initial 1/1/80 1480 3 GREENLEAF BLVD GREENLEAF DR WILMINGTON AVE (S) AC C 2 1,085 46 47,815 6/17/24 31 35 64 1 New Construction - Initial 1/1/80 1480 4 GREENLEAF BLVD WILMINGTON AVE (S) CENTER AVE (S) AAC C 3 1,310 60 58,295 6/17/24 80 89 10 1 Overlay - AC Structural 10/16/10 1480 5 GREENLEAF BLVD CENTER AVE (S) OLEANDER AVE (S) AAC C 3 1,365 60 64,810 6/17/24 79 84 16 0 Overlay - AC Structural 10/16/10 1480 6 GREENLEAF BLVD OLEANDER AVE (S) WILLOWBROOK AVE (S) AAC C 3 1,345 52 67,552 6/17/24 74 51 49 0 Overlay - AC Structural 10/16/10 1480 7 GREENLEAF BLVD WILLOWBROOK AVE (S) ALAMEDA ST (S) AAC C 3 1,630 60 76,009 6/17/24 76 91 8 1 Overlay - AC Structural 10/16/10 1480 8 GREENLEAF BLVD ALAMEDA ST (S) MAYO AVE (S) AC C 2 1,780 55 73,990 6/10/24 41 39 60 1 New Construction - Initial 1/1/80 1480 9 GREENLEAF BLVD MAYO AVE (S) 345' E of BURRIS AVE (S) AC C 2 940 40 37,184 6/10/24 44 48 52 0 New Construction - Initial 1/1/80 3640 1 HARBOR AVE CITY LIMIT (N) ARTESIA BLVD (E) AC C 2 241 60 7,882 6/25/24 91 52 0 48 New Construction - Initial 1/1/80 1730 2 LAUREL ST (E) WILLOW AVE (S) CHESTER AVE (S) AC C 2 823 32 22,110 6/10/24 63 56 37 7 Surface Treatment - Slurry Seal 1/19/16 1730 3 LAUREL ST (E) CHESTER AVE (S) BURRIS AVE (S) AC C 2 990 32 27,144 6/26/24 34 34 66 0 Surface Treatment-Cape Seal 1/19/16 1730 4 LAUREL ST (E) BURRIS AVE (S) LONG BEACH BLVD (S) AC C 2 1,077 32 31,120 6/26/24 58 37 55 8 Surface Treatment - Slurry Seal 1/19/16 1730 5 LAUREL ST (E) BULLIS RD (S) PANNES AVE AC C 2 1,156 32 33,644 4/18/24 7 10 89 1 New Construction - Initial 1/1/80 1730 6 LAUREL ST (E) PANNES AVE (S) LOCUST AVE (S) AC C 2 637 32 16,426 4/18/24 9 8 87 5 New Construction - Initial 1/1/80 1730 7 LAUREL ST (E) LOCUST AVE (S) CITY LIMITS AC C 2 656 32 13,636 4/18/24 9 6 93 1 New Construction - Initial 1/1/80 3290 5 LAUREL ST (W) CENTER AVE (S) WILMINGTON AVE (S) AAC C 2 866 32 36,517 4/12/24 52 52 48 0 Overlay - AC Structural 1/18/11 1780 1 LONG BEACH BLVD NB CITY LIMITS (S) CALDWELL ST (E) AC A 2 1,373 32 45,022 6/25/24 68 56 41 3 New Construction - Initial 1/1/80 1780 2 LONG BEACH BLVD NB CALDWELL ST (E) ALONDRA BLVD (E) AC A 2 1,387 35 49,428 6/25/24 72 47 42 11 New Construction - Initial 1/1/80 1780 3 LONG BEACH BLVD NB ALONDRA BLVD (E) MYRRH ST (E) AC A 2 1,363 31 42,531 6/25/24 69 56 32 12 New Construction - Initial 1/1/80 1780 4 LONG BEACH BLVD NB MYRRH ST (E) COMPTON BLVD (E) AC A 2 1,330 32 41,533 6/25/24 69 50 34 16 New Construction - Initial 1/1/80 1780 5 LONG BEACH BLVD NB COMPTON BLVD (E) ELM ST (E) AC A 2 1,340 31 38,232 6/19/24 71 54 37 9 New Construction - Initial 1/1/80 1780 6 LONG BEACH BLVD NB ELM ST (E) ROSECRANS AVE (E) AC A 2 1,360 32 41,843 6/19/24 58 57 27 16 New Construction - Initial 1/1/80 1780 7 LONG BEACH BLVD NB ROSECRANS AVE (E) EZMIRLIAN ST (E) AC A 2 1,090 34 33,548 6/19/24 61 64 29 7 New Construction - Initial 1/1/80 1780 8 LONG BEACH BLVD NB EZMIRLIAN ST (E) ARLINGTON ST (E) AC A 2 1,066 34 34,931 6/19/24 57 62 20 18 New Construction - Initial 1/1/80

City of Compton, CA
2023-24 Pavement Condition Index (PCI) Report - All Streets Sorted by Rank, Name Order (A-Z)
BranchID Sec iD Name From To Surface Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date 1780 9 LONG BEACH BLVD NB ARLINGTON ST (E) CITY LIMITS (N) AC A 2 750 32 24,824 6/19/24 60 62 22 16 New Construction - Initial 1/1/80 3510 1 LONG BEACH BLVD SB CITY LIMITS (N) ARLINGTON ST (E) AC A 2 750 31 23,724 6/19/24 53 44 46 10 New Construction - Initial 1/1/80 3510 2 LONG BEACH BLVD SB ARLINGTON ST (E) EZMIRLIAN ST (E) AC A 2 1,065 31 35,133 6/19/24 46 53 34 13 New Construction - Initial 1/1/80 3510 3 LONG BEACH BLVD SB EZMIRLIAN ST (E) ROSECRANS AVE (E) AC A 2 1,090 31 34,395 6/25/24 53 69 30 1 New Construction - Initial 1/1/80 3510 4 LONG BEACH BLVD SB ROSECRANS AVE (E) ELM ST (E) AC A 2 1,360 28 38,806 6/25/24 58 43 32 25 New Construction - Initial 1/1/80 3510 5 LONG BEACH BLVD SB ELM ST (E) COMPTON BLVD (E) AC A 2 1,340 28 41,223 6/25/24 62 53 32 15 New Construction - Initial 1/1/80 3510 6 LONG BEACH BLVD SB COMPTON BLVD (E) MYRRH ST (E) AC A 2 1,330 28 36,739 6/25/24 64 37 61 2 New Construction - Initial 1/1/80 3510 7 LONG BEACH BLVD SB MYRRH ST (E) ALONDRA BLVD (E) AC A 2 1,365 29 40,386 6/25/24 70 56 44 0 New Construction - Initial 1/1/80 3510 8 LONG BEACH BLVD SB ALONDRA BLVD (E) CALDWELL ST (E) AC A 2 1,385 34 45,502 6/25/24 67 53 39 8 New Construction - Initial 1/1/80 3510 9 LONG BEACH BLVD SB CALDWELL ST (E) CITY LIMITS (S) AC A 2 1,375 34 42,070 6/25/24 70 55 35 10 New Construction - Initial 1/1/80 1810 1 MAGNOLIA ST (W) NESTOR AVE (N) TAJAUTA AVE (S) AC C 2 681 32 23,218 6/5/24 16 3 90 7 New Construction - Initial 1/1/80 1810 2 MAGNOLIA ST (W) TAJAUTA AVE (S) MAIE AVE (N) AC C 2 699 32 23,095 6/5/24 18 11 82 7 New Construction - Initial 1/1/80 1810 3 MAGNOLIA ST (W) MAIE AVE (N) DWIGHT AVE (S) AC C 2 659 25 19,746 6/11/24 10 25 68 7 New Construction - Initial 1/1/80 1810 4 MAGNOLIA ST (W) DWIGHT AVE (N) KEMP AVE (N) AC C 2 670 25 16,933 6/11/24 58 66 5 29 New Construction - Initial 1/1/80 1810 5 MAGNOLIA ST (W) KEMP AVE (N) WILMINTON AVE (N) AC C 2 657 25 16,249 6/11/24 48 40 26 34 New Construction - Initial 1/1/80 1810 6 MAGNOLIA ST (W) PAULSEN AVE (N) MATTHISEN AVE (N) AC C 2 557 32 14,125 2/29/24 74 86 0 14 New Construction - Initial 1/1/80 1810 7 MAGNOLIA ST (W) MATTHISEN AVE (N) ARANBE AVE AC C 2 607 32 15,913 2/29/24 76 100 0 0 New Construction - Initial 1/1/80 1810 8 MAGNOLIA ST (W) ARANBE AVE (N) OLEANDER AVE (S) AC C 2 945 32 24,707 2/29/24 77 57 26 17 New Construction - Initial 1/1/80 1810 9 MAGNOLIA ST (W) OLEANDER AVE (S) ACACIA AVE (S) AC C 2 697 32 17,755 2/29/24 86 66 0 34 New Construction - Initial 1/1/80 1820 1 MAHALO PL (W) CITY LIMITS MAHALO PL (S) AC C 2 1,423 32 59,595 6/11/24 49 53 36 11 New Construction - Initial 1/1/80 1870 1 MANVILLE ST (W) WILLMINGTON AVE (S) 1400' e/o WILLMINGTON AC C 4 1,400 80 80,735 4/5/24 27 31 69 0 New Construction - Initial 1/1/80 1870 2 MANVILLE ST (W) 1400' e/o WILLMINGTON RR TRACKS AC C 4 1,824 57 109,354 4/5/24 16 20 80 0 New Construction - Initial 1/1/80 1870 3 MANVILLE ST (W) RR TRACKS ACACIA AVE (S) AC C 4 550 57 32,055 4/5/24 18 10 87 3 New Construction - Initial 1/1/80 1870 4 MANVILLE ST (W) ACACIA AVE (S) PACIFIC ELECTRIC RR AC C 4 920 57 44,600 4/5/24 72 20 75 5 New Construction - Initial 1/1/80 1870 5 MANVILLE ST (W) PACIFIC ELECTRIC RR ALAMEDA ST (S) AC C 4 1,175 57 55,024 4/5/24 46 12 83 5 New Construction - Initial 1/1/80 1900 1 MATTHISEN AVE (N) COMPTON BLVD (W) SCHOOL ST (W) AC B 2 627 26 15,469 6/18/24 84 92 8 0 New Construction - Initial 1/1/80 1900 2 MATTHISEN AVE (N) SCHOOL ST (W) ARBUTUS ST (W) AC B 2 584 26 14,776 6/18/24 85 85 15 0 New Construction - Initial 1/1/80 1900 3 MATTHISEN AVE (N) ARBUTUS ST (W) POPLAR ST (W) AC B 2 286 26 7,304 6/18/24 37 28 64 8 New Construction - Initial 1/1/80 1900 4 MATTHISEN AVE (N) POPLAR ST (W) SPRUCE ST (W) AC B 2 953 26 32,111 6/18/24 36 42 58 0 New Construction - Initial 1/1/80 1900 5 MATTHISEN AVE (N) SPRUCE ST (W) CHERRY ST (W) AC B 2 493 26 11,329 6/18/24 49 36 64 0 New Construction - Initial 1/1/80 1900 6 MATTHISEN AVE (N) CHERRY ST (W) CITY LIMITS AC B 2 857 26 22,963 6/18/24 65 100 0 0 New Construction - Initial 1/1/80 1970 2 MONA BLVD (N) MEALY ST (E) WILLOWBROOK AVE (N) AC C 2 524 36 37,486 6/4/24 25 33 63 4 New Construction - Initial 1/1/80 2010 1 MYRRH ST (E) ALAMEDA ST (S) WILLOW AVE (S) AAC B 2 611 36 21,382 3/7/24 80 42 58 0 Overlay - AC Structural 7/14/20 2010 2 MYRRH ST (E) WILLOW AVE (S) CHESTER AVE (S) AC B 2 816 36 19,493 3/7/24 77 15 84 1 New Construction - Initial 1/1/80 2010 3 MYRRH ST (E) CHESTER AVE (S) BURRIS AVE (S) AAC B 2 996 36 24,084 3/7/24 98 82 0 18 Overlay - AC Structural 7/14/20 2010 4 MYRRH ST (E) BURRIS AVE (S) LONG BEACH BLVD (S) AAC B 2 1,081 36 33,048 3/7/24 98 82 0 18 Overlay - AC Structural 7/14/20 2010 5 MYRRH ST (E) LONG BEACH BLVD (S) BULLIS RD (S) AC B 2 434 40 13,127 4/18/24 95 77 0 23 New Construction - Initial 1/1/80 2010 6 MYRRH ST (E) BULLIS RD (S) BRADFIELD AVE (S) AAC B 2 891 40 29,628 4/18/24 82 8 92 0 Overlay - AC Structural 7/14/20 2010 7 MYRRH ST (E) BRADFIELD AVE (S) LOCUST AVE (S) AAC B 2 942 40 31,342 4/18/24 98 78 0 22 Overlay - AC Structural 7/14/20 2010 8 MYRRH ST (E) LOCUST AVE (S) CITY LIMITS (E) AAC B 2 831 40 26,244 4/18/24 98 85 0 15 Overlay - AC Structural 7/14/20 2020 1 NESTOR AVE (N) COMPTON BLVD (W) PALMER ST (W) AC C 2 786 32 25,459 6/5/24 21 32 68 0 New Construction - Initial 1/1/80 2020 2 NESTOR AVE (N) PALMER ST (W) POPLAR ST (W) AC C 2 708 32 23,773 6/5/24 22 60 40 0 New Construction - Initial 1/1/80 2140 4 PALMER ST (E) LONG BEACH BLVD (N) SLOAN AVE (N) AC C 4 758 54 40,043 6/4/24 92 100 0 0 New Construction - Initial 1/1/80 2140 5 PALMER ST (E) SLOAN AVE (N) PEARL AVE (N) AC C 4 985 54 55,615 6/4/24 94 100 0 0 New Construction - Initial 1/1/80 2140 6 PALMER ST (E) PEARL AVE (N) WILLOW AVE (N) AC C 4 975 58 49,753 6/4/24 92 100 0 0 New Construction - Initial 1/1/80 2140 7 PALMER ST (E) WILLOW AVE (N) ALAMEDA ST (N) AC C 4 940 58 51,195 6/4/24 94 100 0 0 New Construction - Initial 1/1/80 2140 8 PALMER ST (E) ALAMEDA ST (N) ALAMEDA ST (N) w/o RR PCC C 4 155 58 4,107 6/25/24 85 49 0 51 New Construction - Initial 1/1/80 2410 1 ROSECRANS AVE EB CITY LIMITS (W) CENTRAL AVE (N) AC B 3 617 38 22,919 6/19/24 79 32 53 15 New Construction - Initial 1/1/80 2410 10 ROSECRANS AVE EB WILLOW AVE (N) MAYO AVE (N) AC B 2 1,338 28 36,898 6/28/24 100 0 0 0 New Construction - Initial 1/1/80 2410 11 ROSECRANS AVE EB MAYO AVE (N) LONG BEACH BLVD AC B 2 1,355 28 42,005 2/29/24 100 0 0 0 New Construction - Initial 1/1/80 2410 12 ROSECRANS AVE EB LONG BEACH BLVD BULLIS RD (N) AC B 2 385 28 10,729 2/29/24 100 0 0 0 New Construction - Initial 1/1/80 2410 13 ROSECRANS AVE EB BULLIS RD (N) BRADFIELD AVE (N) AC B 2 830 28 25,497 2/29/24 100 0 0 0 New Construction - Initial 1/1/80 2410 14 ROSECRANS AVE EB BRADFIELD AVE (N) HARRIS AVE AC B 2 1,524 28 45,835 2/29/24 100 0 0 0 New Construction - Initial 1/1/80 2410 15 ROSECRANS AVE EB THORSON AVE (N) CITY LIMIT (E) AC B 2 690 30 16,302 6/26/24 100 0 0 0 New Construction - Initial 1/1/80 2410 16 ROSECRANS AVE EB WEST CITY LIMIT (E/ COOKACRE ST) EAST CITY LIMIT (W/ ATLANTIC) AC B 2 230 36 8,665 6/26/24 100 0 0 0 New Construction - Initial 1/1/80 2410 17 ROSECRANS AVE EB WEST CITY LIMIT (W/ FRAILEY) EAST CITY LIMITS (E/ GIBSON) AC B 2 750 40 31,578 6/26/24 74 65 34 1 New Construction - Initial 1/1/89 2410 18 ROSECRANS AVE EB WILLOWBROOK AVE (S) ALAMEDA ST OVERPASS AC B 2 538 25 16,975 6/19/24 56 75 23 2 New Construction - Initial 1/1/80 2410 19 ROSECRANS AVE EB ROSECRANS AVE (OFF RAMP) ALAMEDA ST SB AC B 2 830 15 12,032 6/4/24 70 60 40 0 New Construction - Initial 1/1/80 2410 2 ROSECRANS AVE EB CENTRAL AVE (N) NESTOR AVE (N) AC B 3 1,254 37 37,475 6/19/24 76 32 66 2 New Construction - Initial 1/1/80 2410 20 ROSECRANS AVE EB ALAMEDA ST NB ROSECRANS AVE (ON RAMP) AC B 2 899 15 11,699 6/25/24 59 55 43 2 New Construction - Initial 1/1/80

City of Compton, CA
2023-24 Pavement Condition Index (PCI) Report - All Streets Sorted by Rank, Name Order (A-Z)
BranchID Sec iD Name From To Surface Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date 2410 3 ROSECRANS AVE EB NESTOR AVE (N) TAJAUTA AVE (N) AC B 2 754 31 23,611 6/19/24 45 14 56 30 New Construction - Initial 1/1/80 2410 4 ROSECRANS AVE EB TAJAUTA AVE (N) DWIGHT AVE (N) AC B 2 1,344 30 41,647 6/19/24 78 31 58 11 New Construction - Initial 1/1/80 2410 5 ROSECRANS AVE EB DWIGHT AVE (N) WILMINGTON AVE (N) AC B 2 1,294 30 38,905 6/19/24 71 24 54 22 New Construction - Initial 1/1/80 2410 6 ROSECRANS AVE EB WILMINGTON AVE (N) ARANBE AVE (N) AC B 2 1,711 29 50,189 6/19/24 60 38 60 2 New Construction - Initial 1/1/80 2410 7 ROSECRANS AVE EB ARANNBE AVE (N) ACACIA AVE (N) AC B 2 1,476 30 42,719 6/19/24 71 37 56 7 New Construction - Initial 1/1/80 2410 8 ROSECRANS AVE EB ACACIA AVE (N) WILLOWBROOK AVE (N) AC B 2 630 31 22,799 6/19/24 74 23 57 20 New Construction - Initial 1/1/80 2410 9 ROSECRANS AVE EB WILLOWBROOK AVE (N) WILLOW AVE AC B 2 672 28 19,235 6/10/24 100 0 0 0 New Construction - Initial 1/1/80 2430 1 ROSECRANS AVE WB WILLOWBROOK AVE (N) ACACIA (N) AC B 2 630 31 22,078 6/19/24 80 39 46 15 New Construction - Initial 1/1/80 2430 10 ROSECRANS AVE WB EAST CITY LIMIT (W/ ATLANTIC AVE) WEST CITY LIMIT (E/ COOKACRE ST) AC B 2 1,338 28 7,716 6/26/24 100 0 0 0 New Construction - Initial 1/1/80 2430 11 ROSECRANS AVE WB CITY LIMITS (E/ BUTLER) HARRIS AVE AC B 2 465 28 14,549 6/26/24 100 0 0 0 New Construction - Initial 1/1/80 2430 12 ROSECRANS AVE WB HARRIS AVE BRADFIELD AVE (N) AC B 2 1,523 28 45,861 2/29/24 100 0 0 0 New Construction - Initial 1/1/80 2430 13 ROSECRANS AVE WB BRADFIELD AVE (N) BULLIS RD (N) AC B 2 831 28 26,153 2/29/24 100 0 0 0 New Construction - Initial 1/1/80 2430 14 ROSECRANS AVE WB BULLIS RD (N) LONG BEACH BLVD AC B 2 384 28 11,759 2/29/24 100 0 0 0 New Construction - Initial 1/1/80 2430 15 ROSECRANS AVE WB LONG BEACH BLVD MAYO AVE (N) AC B 2 1,346 28 39,880 2/29/24 100 0 0 0 New Construction - Initial 1/1/80 2430 16 ROSECRANS AVE WB MAYO AVE (N) SANTA FE AVE AC B 2 950 28 27,833 2/29/24 100 0 0 0 New Construction - Initial 1/1/80 2430 17 ROSECRANS AVE WB SANTA FE AVE ALAMEDA ST OVERPASS AC B 2 981 28 27,011 6/10/24 100 0 0 0 New Construction - Initial 1/1/80 2430 18 ROSECRANS AVE WB ALAMEDA ST OVERPASS WILLOWBROOK AVE (S) AC B 2 538 25 18,620 6/19/24 44 50 44 6 New Construction - Initial 1/1/80 2430 19 ROSECRANS AVE WB ROSECRANS AVE (OFF RAMP) ALAMEDA ST NB AC B 2 820 15 9,747 6/25/24 38 27 49 24 New Construction - Initial 1/1/80 2430 2 ROSECRANS AVE WB ACACIA AVE (N) ARANBE AVE (N) AC B 2 1,476 30 43,856 6/19/24 73 38 25 37 New Construction - Initial 1/1/80 2430 20 ROSECRANS AVE WB ALAMEDA ST SB ROSECRANS AVE (ON RAMP) AC B 2 830 15 13,062 6/25/24 56 22 48 30 New Construction - Initial 1/1/80 2430 3 ROSECRANS AVE WB ARANBE AVE (N) WILMINGTON AVE (N) AC B 2 1,711 30 50,058 6/19/24 72 17 79 4 New Construction - Initial 1/1/80 2430 4 ROSECRANS AVE WB WILMINGTON AVE (N) DWIGHT AVE (N) AC B 2 1,294 30 37,626 6/19/24 62 29 50 21 New Construction - Initial 1/1/80 2430 5 ROSECRANS AVE WB DWIGHT AVE (N) TAJAUTA AVE (N) AC B 2 1,344 30 38,814 6/19/24 56 21 67 12 New Construction - Initial 1/1/80 2430 6 ROSECRANS AVE WB TAJAUTA AVE (N) NESTOR AVE (N) AC B 2 754 30 22,262 6/19/24 65 39 61 0 New Construction - Initial 1/1/80 2430 7 ROSECRANS AVE WB NESTOR AVE (N) CENTRAL AVE (N) AC B 2 1,254 30 45,007 6/19/24 65 24 67 9 New Construction - Initial 1/1/80 2430 8 ROSECRANS AVE WB CENTRAL AVE (N) CITY LIMITS (W) AC B 3 617 45 22,154 6/19/24 77 41 53 6 New Construction - Initial 1/1/80 2430 9 ROSECRANS AVE WB EAST CITY LIMITS (E/ GIBSON) WEST CITY LIMITS (E/ FRAILEY AVE) AC B 2 860 28 26,689 6/26/24 54 26 47 27 New Construction - Initial 1/1/80 2510 1 SANTA FE AVE NB 91 FWY BRIDGE ARTESIA BLVD (E) AC A 3 240 57 9,396 6/25/24 35 26 69 5 New Construction - Initial 1/1/80 2510 10 SANTA FE AVE NB ROSECRANS AVE (E) TUCKER ST (E) AAC A 2 1,350 31 46,038 3/7/24 99 100 0 0 Overlay - AC Structural 10/16/10 2510 11 SANTA FE AVE NB TUCKER ST (E) OAKS ST (E) AAC A 2 1,050 36 35,951 3/7/24 99 100 0 0 Overlay - AC Structural 10/16/10 2510 12 SANTA FE AVE NB OAKS ST (E) CITY LIMITS (N) AAC A 2 1,040 36 35,173 3/7/24 99 100 0 0 Overlay - AC Structural 10/16/10 2510 2 SANTA FE AVE NB ARTESIA BLVD (S) TARTAR LN (S) AC A 2 1,310 57 48,946 3/7/24 84 73 27 0 New Construction - Initial 1/1/80 2510 3 SANTA FE AVE NB TARTAR LN (S) GREENLEAF BLVD (S) AC A 2 1,280 37 49,371 3/7/24 99 100 0 0 New Construction - Initial 1/1/80 2510 4 SANTA FE AVE NB GREENLEAF BLVD (E) CALDWELL ST (E) AC A 2 1,360 40 50,826 3/7/24 99 100 0 0 New Construction - Initial 1/1/80 2510 5 SANTA FE AVE NB CALDWELL ST (E) ALONDRA BLVD (E) AC A 2 1,350 38 51,964 3/7/24 99 100 0 0 New Construction - Initial 1/1/80 2510 6 SANTA FE AVE NB ALONDRA BLVD (E) MYRRH ST (E) AAC A 2 1,380 27 44,480 3/7/24 99 100 0 0 Overlay - AC Structural 10/16/10 2510 7 SANTA FE AVE NB MYRRH ST (E) COMPTON BLVD (E) AAC A 2 1,390 40 48,902 3/7/24 99 100 0 0 Overlay - AC Structural 10/16/10 2510 8 SANTA FE AVE NB COMPTON BLVD (E) ELM ST (E) AAC A 2 1,760 40 58,840 3/7/24 99 100 0 0 Overlay - AC Structural 10/16/10 2510 9 SANTA FE AVE NB ELM ST (E) ROSECRANS AVE (E) AAC A 2 980 36 32,878 3/7/24 99 100 0 0 Overlay - AC Structural 10/16/10 2500 1 SANTA FE AVE SB CITY LIMITS (N) OAKS ST (E) AAC A 2 1,040 34 35,421 3/7/24 99 100 0 0 Overlay - AC Structural 10/16/10 2500 10 SANTA FE AVE SB GREENLEAF BLVD (E) TARTAR LN AC A 2 1,220 36 46,671 3/7/24 99 100 0 0 New Construction - Initial 1/1/80 2500 11 SANTA FE AVE SB AUTO DRIVE (S) ARTESIA BLVD (E) AC A 2 1,180 32 56,491 3/7/24 63 49 51 0 New Construction - Initial 1/1/80 2500 12 SANTA FE AVE SB ARTESIA BLVD (E) CITY LIMIT (S) AC A 3 245 42 7,244 6/25/24 38 26 67 7 New Construction - Initial 1/1/80 2500 2 SANTA FE AVE SB OAKS ST (E) TUCKER ST (E) AAC A 2 1,050 40 36,466 3/7/24 99 100 0 0 Overlay - AC Structural 10/16/10 2500 3 SANTA FE AVE SB TUCKER ST (E) ROSECRANS AVE (E) AAC A 2 1,350 42 46,939 3/7/24 99 100 0 0 Overlay - AC Structural 10/16/10 2500 4 SANTA FE AVE SB ROSECRANS AVE (E) ELM ST (E) AAC A 2 954 33 30,843 3/7/24 99 100 0 0 Overlay - AC Structural 10/16/10 2500 5 SANTA FE AVE SB ELM ST (E) COMPTON BLVD (E) AAC A 2 1,760 36 63,198 3/7/24 78 58 42 0 Overlay - AC Structural 10/16/10 2500 6 SANTA FE AVE SB COMPTON BLVD (E) MYRRH ST (E) AAC A 2 1,390 39 47,839 3/7/24 99 100 0 0 Overlay - AC Structural 10/16/10 2500 7 SANTA FE AVE SB MYRRH ST (E) ALONDRA BLVD (E) AAC A 2 1,380 32 45,704 3/7/24 99 100 0 0 Overlay - AC Structural 10/16/10 2500 8 SANTA FE AVE SB ALONDRA BLVD (E) CALDWELL ST (E) AC A 2 1,360 31 48,867 3/7/24 99 100 0 0 New Construction - Initial 1/1/80 2500 9 SANTA FE AVE SB CALDWELL ST (E) GREENLEAF BLVD (E) AC A 2 1,360 42 52,306 3/7/24 99 100 0 0 New Construction - Initial 1/1/80 3630 1 SUSANA RD (S) ARTESIA BLVD (E) CITY LIMIT (S) AC C 4 251 60 10,863 6/25/24 92 51 37 12 Complete Reconstruction - AC 1/1/17 2740 1 TAMARIND AVE GREENLEAF BLVD (E) CALDWELL ST (E) AAC C 2 1,225 40 42,487 6/12/24 69 85 15 0 Overlay - AC Structural 6/2/10 2740 10 TAMARIND AVE ROSECRANS AVE (E) MEALY ST (E) PCC C 2 795 40 33,981 6/25/24 34 13 55 32 New Construction - Initial 1/1/80 2740 11 TAMARIND AVE MEALY ST (E) AC PAVEMENT (285' S/ ORIS ST) PCC C 2 1,140 40 56,654 6/25/24 28 10 69 21 New Construction - Initial 1/1/80 2740 12 TAMARIND AVE WILLOWBROOK AVE (N) CARSON PL (E) AC C 2 546 30 23,667 6/4/24 38 72 28 0 New Construction - Initial 1/1/80 2740 13 TAMARIND AVE 285' S/ ORIS ST ORIS ST AC C 2 285 54 16,147 6/25/24 9 23 74 3 New Construction - Initial 1/1/80 2740 2 TAMARIND AVE CLADWELL ST (E) ALONDRA BLVD (E) AAC C 2 1,460 40 52,433 6/12/24 76 91 9 0 Overlay - AC Structural 6/2/10 2740 3 TAMARIND AVE ALONDRA BLVD (E) MYRRH ST (E) AAC C 2 1,375 40 49,432 6/5/24 73 84 7 9 Overlay - AC Structural 6/2/10 2740 5 TAMARIND AVE CARSON PL (E) ELM ST (E) AC C 2 995 40 30,641 6/4/24 80 87 0 13 New Construction - Initial 1/1/80

City of Compton, CA
2023-24 Pavement Condition Index (PCI) Report - All Streets Sorted by Rank, Name Order (A-Z)
BranchID Sec iD Name From To Surface Type Rank Lanes L W Area Insp. Date PCI PCI Pct Climate PCI Pct Load PCI Pct Other Work Type Work Date 2840 1 VICTORIA ST (W) WILMINGTON AVE (S) APRA ST (W) AC B 5 1,350 110 81,320 6/11/24 15 25 71 4 New Construction - Initial 1/1/80 2840 2 VICTORIA ST (W) APRA ST (W) DOMINGUEZ HILLS DR (S) AC B 4 1,515 35 90,529 6/11/24 13 37 59 4 New Construction - Initial 1/1/80 2910 1 WALNUT ST EB CITY LIMITS (W) WALNUT PARK DR AC C 2 680 24 18,860 6/10/24 18 36 52 12 New Construction - Initial 1/1/80 2910 2 WALNUT ST EB WALNUT PARK DR ANDERSON AVE (S) AC C 2 1,210 24 35,253 6/10/24 19 22 72 6 New Construction - Initial 1/1/80 2910 3 WALNUT ST EB ANDERSON AVE (S) PACIFIC RR TRACKS AC C 2 890 24 23,896 6/10/24 14 25 59 16 New Construction - Initial 1/1/80 2910 4 WALNUT ST EB PACIFIC RR TRACKS WILMINGTON AVE (S) AC C 2 960 24 26,642 6/10/24 9 25 61 14 New Construction - Initial 1/1/80 2910 5 WALNUT ST EB WILMINGTON AVE (S) 1724' W WILMINGTON AVE (S) AC C 2 1,724 24 46,277 6/10/24 19 25 59 16 New Construction - Initial 1/1/80 2910 6 WALNUT ST EB 1724' W WILMINGTON AVE (S) ACACIA AVE (S) AC C 2 1,724 24 49,135 6/10/24 19 35 61 4 New Construction - Initial 1/1/80 3460 1 WALNUT ST WB ACACIA AVE (S) 1724' E ACACIA AVE (S) AC C 2 1,724 23 47,245 6/10/24 19 38 52 10 New Construction - Initial 1/1/80 3460 2 WALNUT ST WB 1724' E ACACIA AVE (S) WILMINGTON AVE (S) AC C 2 1,724 23 48,123 6/10/24 24 36 64 0 New Construction - Initial 1/1/80 3460 3 WALNUT ST WB WILMINGTON AVE (S) PACIFIC RR TRACKS AC C 2 960 23 24,623 6/10/24 13 29 68 3 New Construction - Initial 1/1/80 3460 4 WALNUT ST WB PACIFIC RR TRACKS ANDERSON AVE (S) AC C 2 895 23 26,758 6/10/24 15 24 63 13 New Construction - Initial 1/1/80 3460 5 WALNUT ST WB ANDERSON AVE (S) WALNUT PARK DR AC C 2 1,210 23 32,786 6/10/24 13 23 63 14 New Construction - Initial 1/1/80 3460 6 WALNUT ST WB WALNUT PARK DR CITY LIMITS (W) AC C 2 685 23 18,728 6/10/24 16 27 56 17 New Construction - Initial 1/1/80 3040 1 WILLOWBROOK AVE (N) SB CITY LIMITS (N) DOUGLAS ST (W) AC B 2 1,140 29 29,746 6/18/24 47 32 50 18 New Construction - Initial 1/1/80 3040 2 WILLOWBROOK AVE (N) SB DOUGLAS ST (W) ROSECRANS AVE (W) AC B 2 834 30 21,096 6/18/24 69 49 51 0 New Construction - Initial 1/1/80 3040 3 WILLOWBROOK AVE (N) SB ROSECRANS AVE (W) ELM ST (W) AC B 2 1,015 25 19,649 6/18/24 43 31 64 5 New Construction - Initial 1/1/80 3040 4 WILLOWBROOK AVE (N) SB ELM ST (W) SCHOOL ST (W) AC B 2 1,150 26 26,472 6/18/24 77 79 20 1 New Construction - Initial 1/1/80 3040 5 WILLOWBROOK AVE (N) SB SCHOOL ST (W) COMPTON BLVD (W) AC B 2 582 26 12,333 2/29/24 44 52 45 3 New Construction - Initial 1/1/80 3040 7 WILLOWBROOK AVE (N) SB MYRRH ST (W) ALONDRA BLVD (W) AC B 2 1,373 27 31,869 6/5/24 68 56 34 10 New Construction - Initial 1/1/80 3040 8 WILLOWBROOK AVE (N) SB ALONDRA BLVD (W) TICHENOR ST (W) AC B 2 1,238 27 32,734 6/12/24 71 63 37 0 New Construction - Initial 1/1/80 3040 9 WILLOWBROOK AVE (N) SB TICHENOR ST (W) GREENLEAF BLVD (W) AC B 2 1,535 28 37,736 6/12/24 71 66 34 0 New Construction - Initial 1/1/80 3030 1 WILLOWBROOK AVE (S) NB GREENLEAF BLVD (W) JOHNSON ST (E) AC B 2 910 30 24,327 6/12/24 68 35 65 0 New Construction - Initial 1/1/80 3030 10 WILLOWBROOK AVE (S) NB MONA BLVD (N) CITY LIMITS (N) AC B 2 1,942 30 61,678 6/4/24 74 49 51 0 New Construction - Initial 1/1/80 3030 2 WILLOWBROOK AVE (S) NB JOHNSON ST (E) TICHENOR ST (E) AC B 2 730 30 20,788 6/12/24 67 36 64 0 New Construction - Initial 1/1/80 3030 3 WILLOWBROOK AVE (S) NB TICHENOR ST (E) ALONDRA BLVD (W) AC B 2 1,110 30 34,628 6/12/24 83 61 39 0 New Construction - Initial 1/1/80 3030 4 WILLOWBROOK AVE (S) NB ALONDRA BLVD (W) CYPRESS ST (E) AC B 2 575 30 17,254 6/5/24 77 64 36 0 New Construction - Initial 1/1/80 3030 5 WILLOWBROOK AVE (S) NB CYPRESS ST (E) MYRRH ST (E) AC B 2 780 30 22,080 6/5/24 67 45 55 0 New Construction - Initial 1/1/80 3030 6 WILLOWBROOK AVE (S) NB MYRRH ST (E) COMPTON BLVD (W) AC B 2 1,365 32 35,675 6/5/24 59 36 58 6 New Construction - Initial 1/1/80 3030 7 WILLOWBROOK AVE (S) NB COMPTON BLVD (W) TAMARIND AVE AC B 2 735 40 18,665 6/4/24 52 45 54 1 New Construction - Initial 1/1/80 3030 9 WILLOWBROOK AVE (S) NB ELM ST (E) ROSECRANS AVE (E) AC B 2 990 40 31,918 6/4/24 55 35 58 7 New Construction - Initial 1/1/80 3060 1 WILMINGTON AVE NB VICTORIA AVE (W) ELECTRIC FACILITY AC A 3 1,177 46 47,520 6/24/24 36 32 68 0 New Construction - Initial 1/1/80 3060 10 WILMINGTON AVE NB COMPTON BLVD (W) PALMER ST (W) AC A 2 933 36 29,161 6/24/24 33 46 47 7 New Construction - Initial 1/1/80 3060 11 WILMINGTON AVE NB PALMER ST (W) POPLAR ST (W) AC A 2 612 32 22,744 6/24/24 34 42 50 8 New Construction - Initial 1/1/80 3060 12 WILMINGTON AVE NB POPLAR ST (W) ROSECRANS AVE (W) AC A 2 1,232 33 47,855 6/24/24 31 33 58 9 New Construction - Initial 1/1/80 3060 13 WILMINGTON AVE NB ROSECRANS AVE (W) CRESSEY ST (W) AC A 2 758 32 24,002 6/24/24 80 59 41 0 Complete Reconstruction - AC 1/1/17 3060 14 WILMINGTON AVE NB CRESSEY ST (W) 137TH ST (W) AC A 2 799 32 26,362 6/24/24 85 100 0 0 Complete Reconstruction - AC 1/1/17 3060 15 WILMINGTON AVE NB 137TH ST (W) 134TH ST (W) AC A 2 1,214 28 41,475 6/24/24 83 100 0 0 Complete Reconstruction - AC 1/1/17 3060 16 WILMINGTON AVE NB 134TH ST (W) 131ST ST (W) AC A 2 1,027 28 35,099 6/24/24 83 62 0 38 Complete Reconstruction - AC 1/1/17 3060 17 WILMINGTON AVE NB 131ST ST (W) EL SEGUNDO BLVD (W) AC A 2 1,073 32 38,048 6/24/24 84 57 27 16 Complete Reconstruction - AC 1/1/17 3060 18 WILMINGTON AVE NB EL SEGUNDO BLVD (W) CITY LIMITS (N) AC A 2 583 30 18,194 6/24/24 26 33 63 4 New Construction - Initial 1/1/80 3060 2 WILMINGTON AVE NB ELECTRIC FACILITY 91 FWY BRIDGE AC A 2 1,051 42 35,072 6/24/24 30 31 51 18 New Construction - Initial 1/1/80 3060 3 WILMINGTON AVE NB 91 FWY BRIDGE WALNUT ST (W) AC A 3 875 36 28,095 6/24/24 30 43 41 16 New Construction - Initial 1/1/80 3060 4 WILMINGTON AVE NB WALNUT ST (W) GREENLEAF BLVD (W) AC A 3 1,697 34 60,202 6/24/24 36 39 57 4 New Construction - Initial 1/1/80 3060 5 WILMINGTON AVE NB GREENLEAF BLVD (W) CALDWELL ST (W) AC A 2 1,197 28 30,110 6/24/24 45 40 50 10 New Construction - Initial 1/1/80 3060 6 WILMINGTON AVE NB CALDWELL ST (W) ALONDRA BLVD (W) AC A 2 1,696 26 44,151 6/24/24 47 45 48 7 New Construction - Initial 1/1/80 3060 7 WILMINGTON AVE NB ALONDRA BLVD (W) 156TH ST (W) AC A 2 1,008 36 35,516 6/24/24 30 45 53 2 New Construction - Initial 1/1/80 3060 8 WILMINGTON AVE NB 156TH ST (W) LAUREL ST (W) AC A 2 570 36 21,318 6/24/24 39 45 55 0 New Construction - Initial 1/1/80 3060 9 WILMINGTON AVE NB LAUREL ST (W) COMPTON BLVD (W) AC A 2 1,156 36 39,690 6/24/24 34 38 62 0 New Construction - Initial 1/1/80 3070 1 WILMINGTON AVE SB CITY LIMITS (N) EL SEGUNDO BLVD (W) AC A 2 583 32 21,187 6/24/24 15 29 62 9 New Construction - Initial 1/1/80 3070 10 WILMINGTON AVE SB COMPTON BLVD (W) LAUREL ST (W) AC A 2 1,156 40 39,493 6/24/24 39 42 48 10 New Construction - Initial 1/1/80 3070 11 WILMINGTON AVE SB LAUREL ST (W) 156TH ST (W) AC A 2 569 36 19,990 6/24/24 34 43 52 5 New Construction - Initial 1/1/80 3070 12 WILMINGTON AVE SB 156TH ST (W) ALONDRA BLVD (W) AC A 2 1,012 36 36,783 6/24/24 29 34 56 10 New Construction - Initial 1/1/80 3070 13 WILMINGTON AVE SB ALONDRA BLVD (W) CALDWELL ST (W) AC A 2 1,685 31 53,363 6/24/24 71 61 39 0 New Construction - Initial 1/1/80 3070 14 WILMINGTON AVE SB CALDWELL ST (W) GREENLEAF BLVD (W) AC A 2 1,185 32 32,120 6/24/24 44 32 64 4 New Construction - Initial 1/1/80 3070 15 WILMINGTON AVE SB GREENLEAF BLVD (W) WALNUT ST (W) AC A 2 1,688 36 60,952 6/24/24 32 49 45 6 New Construction - Initial 1/1/80 3070 16 WILMINGTON AVE SB WALNUT ST (W) 91 FWY BRIDGE AC A 3 875 36 25,583 6/24/24 29 54 38 8 New Construction - Initial 1/1/80 3070 17 WILMINGTON AVE SB 91 FWY BRIDGE ELECTRIC FACILITY AC A 2 1,051 36 32,397 6/24/24 30 39 50 11 New Construction - Initial 1/1/80 3070 18 WILMINGTON AVE SB ELECTRIC FACILITY VICTORIA ST (W) AC A 2 1,177 40 45,436 6/24/24 32 36 62 2 New Construction - Initial 1/1/80 3070 2 WILMINGTON AVE SB EL SEGUNDO BLVD (W) 131ST ST (W) AC A 2 1,073 28 34,951 6/24/24 83 94 0 6 Complete Reconstruction - AC 1/1/17