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VMS, Inc.
Privatized Highway Asset Management
Management of Subcontract Maintenance
Presentation to the
Symposium
Hanoi, Vietnam
September 29 – October 1, 1999
By
Kent O. Lande, P.E. Asset Manager
VMS, Inc. Richmond, VA
Performance and Outcomes
·
Manage Asset Groups – A set of seven (7) major
asset groups were established jointly by VMS and the VDOT:
1.
Pavement Maintenance
2.
Roadside Maintenance
3.
Drainage Maintenance
4.
Vegetation & Aesthetics
5.
Traffic Services
6.
Snow & Ice Control
7.
Bridge Maintenance
·
Manage Outcomes – VMS, Inc. guarantees services
to meet agreed upon standards and established performance measures and backs
this guarantee with performance bonds. These outcomes were developed jointly
with VDOT personnel during the negotiation of the contract and provide written,
measurable standards that are monitored on a quarterly basis for compliance.
·
Manage Tolerances and Criteria – Each asset has
been assigned a tolerance level of acceptance which VMS, Inc. is expected to
meet or exceed. As an example, potholes are not acceptable if more than 75mm x
100mm (3” x 4”) and more than 25mm (1”) deep. Likewise, snow must be plowed to
bare pavement within 24 hours after the cessation of a snowstorm. The following
table specifies the Outcomes and Performance Criteria as well as the Tolerances
and Criteria for some of the specific Assets within the Traffic Group. Similar
tables are contained within the Agreement for Drainage, Roadside,
Pavements, Bridges, Services and Snow & Ice Control.
Exhibit A: Asset
Management Project Deliverables
|
Asset |
Outcome |
Performance
Target: % of asset that shall be in the outcome-described condition |
Condition
Assessment Acceptance Tolerances and Criteria Service Delivery |
|
Pavement
Markings |
Bright Visible |
95 |
Tolerances/Criteria: ·
Reflectivity meets standards (clear &
reflective at 120’ ·
100% clear of debris ·
<5% of surface damaged ·
placement meets industry standards |
|
Pavement
Markers (raised and recessed) |
|
90 |
Tolerances/Criteria: ·
70% present, placement meets constructed
standards ·
2 consecutive markers are not missing ·
100% clear of debris ·
reflectivity meets standards (clear &
reflective at 120’ |
|
Guardrail |
Strong Undamaged Correct height |
100 |
Tolerances/Criteria: ·
no dents that decrease structural integrity ·
posts in good condition ·
no rust that adversely affects structure or
component integrity ·
25-29” height strong post ·
28-32” height weak post ·
cables taut & properly secured (according
to standard) Timeliness Required: ·
repair or replace badly damaged guardrail within
1-2 days, mitigate immediately upon notification ·
damaged but functional guardrail replaced
within 1 week |
|
Overhead Signs |
Structurally
sound |
90 |
Tolerances/Criteria: ·
structurally sound ·
foundation sound ·
properly assembled and strong sign hangers Timeliness Required: ·
repair overhead sign structures that present a
safety hazard immediately upon notification |
|
Object Markers
& Delineators |
Reflective Present in right
locations |
90 |
Tolerances/Criteria: ·
90% reflective ·
properly mounted |
·
Manage Performance
It was necessary to
determine the overall condition of the assets at the time VMS assumed
responsibility for them so that the efforts required to meet the performance
targets could be planned. To ensure the integrity of the data, VMS engaged
outside contractors to conduct an impartial assessment of the condition of the
assets on I-95 in August 1997. The contractors evaluated all assets in both the
northbound and the southbound lanes at 75 randomly selected one-tenth mile
sections. These assessments showed that the maintenance rating (MRP) of the
entire I-95 corridor was 85.1, compared to the VDOT requirement of 92.8.
A large number of culverts and drop
inlets in the drainage asset group were deficient. Many of the signs and
pavement markings in the traffic services group were also found to be
deficient. The most significant deficiency in this asset group, however, was that
many roadway lighting units were inoperative.
VMS recognized that
up-to-date information about the state of maintenance provides an excellent
management tool. Accordingly, additional evaluations were planned and, to
ensure consistency, the same contractors performed them. The second assessment
was completed in December 1997.The data showed that the overall maintenance
rating increased to 91.5, and that a significant improvement had occurred in
the drainage and traffic asset groups. The third maintenance rating was
performed in April 1998.Again, the overall rating improved, to 92.8. The July
1998 rating of 95.4 showed that further improvement had been made. Future
ratings will be conducted on a quarterly basis so that VMS can continue to
collect the data necessary for proper planning as well as to evaluate its
performance.
The first assessment of the assets associated
with the Interstate 77, 81, and 381 corridors was done in April 1998.The rating
for these corridors, combined, was 79.4.
The table below reflects the MRP achieved for
the Traffic Group through four ratings taken between September 1997 and March
1999.Similar tables have been developed for Drainage, Roadside, and Pavements
and their respective Asset elements
|
Asset
Group |
Asset
Item |
VDOT |
VMS MRP ACHIEVED INTERSTATE HIGHWAY 95 |
|||||
|
|
REQUIRED |
97-1 |
97-2 |
98-1 |
98-2 |
98-3 |
99-1 |
|
|
MRP |
|
|
|
|
|
|
|
|
|
Sep 97 |
Dec 97 |
Apr 98 |
Jul 98 |
Dec 98 |
Mar 99 |
|
III.
TRAFFIC |
Signals |
100 |
|
|
|
|
|
|
|
Regulatory
Signs |
100 |
80.56 |
81.82 |
93.10 |
91.67 |
100.00 |
97.10 |
|
Other
Signs |
90 |
88.24 |
91.36 |
95.52 |
97.22 |
96.80 |
96.80 |
|
Highway
Lighting |
90 |
57.14 |
69.57 |
52.94 |
73.91 |
80.00 |
88.20 |
|
Pavement
Messages |
95 |
86.36 |
100.00 |
94.12 |
87.50 |
90.90 |
90.50 |
|
Pavement
Markings |
95 |
91.33 |
98.64 |
95.33 |
95.33 |
91.30 |
96.70 |
|
Pavement
Markers |
90 |
76.15 |
83.33 |
81.82 |
94.17 |
99.30 |
93.80 |
|
Guardrail |
100 |
76.92 |
84.72 |
93.33 |
94.67 |
87.50 |
88.90 |
|
Traffic
Detector Loops |
100 |
|
|
|
|
|
|
|
Impact
Attenuators |
100 |
100.00 |
|
|
|
100.00 |
10 |