The FixOurStreets216 Project
MUNICIPAL INFRASTRUCTURE SERIES · CONCEPT

City of Cleveland
Pavement Management Program

One connected system for Cleveland's streets: grade every segment, fund the right fix in the right ward, dispatch and track the repair, and hold every crew to the same standard — then feed the results back into next year's plan.

PROJECT
FOS216-PMP
SHEET
00 · Program Index
SCALE
N.T.S.
CONDITION DATA
2025 PCR
DATE
2026-09-26
01

The Network Today

Figures from the 2025 Pavement Condition Rating (PCR) file used throughout the program. More than half of Cleveland's paved surface area now grades F.

17,416
RATED STREET SEGMENTS
1,264mi
CENTERLINE MILES
20.4M SY
PAVED SURFACE AREA
57.7PCR
NETWORK MEAN · GRADE F
SURFACE AREA BY PCR GRADECITYWIDE · 2025
A · 5%
B · 13%
C · 15%
D · 15%
F · 52%
A · PCR 91–100 · 1.1M SYB · PCR 81–90 · 2.6M SYC · PCR 71–80 · 3.0M SYD · PCR 61–70 · 3.1M SYF · PCR ≤60 · 10.6M SY
02

Program Tools

Three working documents make up the program. Each opens in the browser — no login, no install.

03

How the Program Works

The tools form one annual loop. Condition data sets the plan, the plan sets the work, the work is recorded to a standard, and the record improves the next condition survey.

STEP 1

Assess

Rate every segment by PCR and group it into grades A–F by ward.

Study
STEP 2

Fund

Set the yearly budget, allocate it worst-to-best across the 15 wards, add casino funds.

Study
STEP 3

Repair

Log, prioritize, route and dispatch crews; close out each job with photos.

Tracker
STEP 4

Verify & Report

Verify completed work to the manual's standard and report by ward and method.

Manual + Tracker
Completed repairs update segment condition → next year's study starts from the new baseline.
04

Grade → Treatment

Every grade band maps to one treatment. Cheap preventive work keeps good streets good; saw-cut reconstruction is the last resort.

A
PCR 91–100
Crack seal / hold
Preventive, no surface work
B
PCR 81–90
Infrared repair
Seamless spot repair
C
PCR 71–80
Infrared repair
Stop wear before it spreads
D
PCR 61–70
Mill & repave
Surface rehabilitation
F
PCR ≤ 60
Saw-cut reconstruction
Structural failure