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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 |
100.00 |
|
Truck
Ramps |
100 |
|
|
|
|
|
|
|
Overhead
Signs |
90 |
100.00 |
100.00 |
100.00 |
100.00 |
100.00 |
|
|
Object
Markers/Delineators |
90 |
50.55 |
62.82 |
78.79 |
93.02 |
97.90 |
95.80 |
|
Glare
Foils |
90 |
100.00 |
100.00 |
100.00 |
100.00 |
100.00 |
100.00 |
Contracting Process
·
Identify Work Needs – VMS, Inc. staff determines
when work needs to be accomplished through the use of software programs which
schedule work and via routine field observation of the roadways.
·
Break work into Packages – Some activities are
stand-alone activities and Sub-contractors are assigned their work based on
their individual contracts but sized according to VMS’ assessment of a specific
Work Order. Other activities are packaged together especially when a given
Sub-contractor has provided responsible and responsive bids for more than one
similar activity.
·
Types of Contracts – VMS, Inc. has developed
three levels of contracts that are more fully defined later in this paper.
·
Meetings with Contracting Community
·
Outreach Meetings – VMS, Inc. holds regular
meetings with the contracting community in each of its three interstate highway
corridors in order to provide an opportunity for small businesses and minority
businesses to have an opportunity to offer their services.
·
Bidding Procedures – All contracts are solicited
through a bidding process with notices published in area newspapers and in
contractor bulletins. Bids are publicly opened and read.
·
Contract Award & Execution Procedures –
Contracts are normally awarded to the lowest responsive and responsible bidder
after his submission of all documents required as a part of the tendering
process. However, VMS, Inc. reserves the right to enter into agreements with
more than a single contractor if it is in VMS’ best interests. As previously
noted, contracts may be one time or annual contracts with all work subject to
the development of a specific Work Order for the task(s) expected to be
accomplished.
·
Annual – renewable
·
One time
·
Work Orders
Level I
Small Service
Contracts – VMS’ Level I contracts are routinely reserved for very small
contractors and are very limited in scope. They have a small dollar value, are
quite simple in terms of contract specifications and provisions and normally do
not require a performance bond. Instead, VMS, Inc. carries the bonding
responsibility. These features allow the small “Mom and Pop” type of
sub-contractors to be able to provide their service at a cost normally lower
than from larger contractors.
·
Types of Work
·
Shoulder Maintenance
·
Vegetation/Aesthetics
·
Drainage Maintenance
·
Contract Contents
·
Bid Solicitation Notice
·
Bid Proposal Form
·
VMSI Special Provisions
·
VMSI General Conditions
·
VDOT Specifications (Generally Materials
Related), if necessary
·
Plans Package, if necessary
·
Bidding Procedures
·
Local Bid Requests
·
Three or more bids for an award
·
Purchase order/service contract
·
No bid or performance/payment bond required
Level II Contracts are
normally Medium/Specialty Agreements that involve a higher level of
Sub-contractor expertise as well as equipment and resources. Scope of work is
more detailed and work activities are more complex.
·
Types of Work
·
Pavement Maintenance
·
Snow & Ice Control
·
Bridge Maintenance
·
Traffic Services
·
Contract Contents
·
Bid Solicitation Notice
·
Bid Proposal Form
·
VMSI and/or VDOT Special Provisions
·
VMSI General Conditions
·
VDOT Specifications (Work Process &
Materials), if necessary
·
Plans Package, if necessary
·
Bidding Procedures
·
Local Newspaper Advertisement
·
Two or more bids w/o Second Advertisement
·
Emergency Award Declaration/Top Management
Approval
·
Mandatory Pre-Bid Meetings
·
No Bid Bond
·
Performance Payment Bond may be required up to
50% of contract value
Level III Contracts
are reserved in most cases to Restorative Type Work. This includes pavement
milling and overlays as well as major bridge rehabilitation work. Contracts are
normally in excess of $250,000 and may take several months to complete.
Types of Work
·
Pavement Repairs/Overlays
·
Bridge Rehabilitation
·
Normally large $ Value
·
Contract Contents
·
Bid Solicitation Notice
·
Bid Proposal Form
·
VDOT Special Provisions
·
VMSI General Conditions
·
VDOT Specifications
·
Plans Package
·
Bidding Procedures
·
Advertisement Once Every Week for Two Weekly
Periods
·
Competitive Bidding and Award
·
Certified VDOT Contractors/non-barred Status
·
Mandatory Pre-Bid Meetings
·
Bid Bond Required 5% of Bid
·
Performance/Payment Bond 100% of contract value
·
A Contract may have DBE/MBE/SBE % Requirements
·
An Award to Lowest Responsive Bidder
·
Contract Award & Execution Procedures
·
Bids Received One Week after Mandatory Pre-bid
Meeting
·
Public Bid Opening
·
Bid Analysis/Award Recommendation
·
Award Notification & Contract Execution
VMS conducted an aggressive outreach
program to attract qualified Virginia subcontractors. The many strategies,
which included newspaper advertising, community meetings, and direct mail to
contractors on VDOT lists, resulted in more than 300 firms asking to be
notified of bid opportunities.
VMS
does not perform maintenance operations but creates opportunities for Virginia
businesses by using contractors to provide labor, materials, and equipment as
needed. VMS began early in 1997 to identify contractors that might be
interested in performing maintenance work on I-95.The company held meetings in
three communities along the I-95 corridor to explain its open, fair, and
inclusive competitive bidding process. Newspaper advertisements and letters of
invitation mailed to contractors on VDOT lists resulted in standing-room only
attendance. VMS staff discussed the firm’s approach to asset management, the
types of contracts, how they would be packaged, and the procedures that would
be followed in advertising and awarding work to the responsible contractor who
submitted the lowest responsive bid.
VMS also established
backup contractors for some activities. This ensured that the work would be
done if the contractor to whom the contract was awarded could not accomplish it
within the timeframe necessary to achieve the performance targets.
During the first six months of 1998
minority-owned firms who participated in the VMS small business outreach and
training program received contracts totaling nearly $1.1 million.
VMS
energetically sought out minority- and women-owned small businesses and offered
special workshops and training sessions to enhance the ability of these firms
to compete successfully for contracts. The events included seminars on
estimating, which were held in Richmond and Marion, and on-the-job-training in
proper performance of litter pick-up, graffiti removal, and small sign
placement, provided in Petersburg.
Contracts
VMS began in the spring of 1997 to prepare
contract documents for work to be performed by contractors. Contracts are of
three basic types, depending on the monetary value and the complexity of the
work. The simplest ones are for work that does not require large specialized
equipment. They range in value up to $50,000, and they are packaged to interest
small contractors. These contracts do not contain requirements for bid and
performance bonds.
The next level of contract includes pavement
maintenance, snow and ice control, general bridge maintenance, guardrail
repair, and pavement striping. VMS does not require a bid bond but may require
a performance bond of up to 50% of the contract value. These contracts range in
value from $50,000 to $250,000.
The most complicated contracts are for pavement
inlays/overlays and major bridge repairs. This is complicated work requiring
plans and contractors with specialized equipment and substantial experience.
For that reason, VMS considers only those contractors pre-qualified by VDOT for
this type of work.
Virginia transportation and road
builders benefited from the VMS contract by receiving 94 percent of the
contracts awarded.
In the year July 1,
1997 through June 30, 1998, VMS awarded 44 contracts to 25 contractors. The
following table shows the number and types of contracts awarded.
|
Work Activity |
Number
of Contracts |
|
Pothole Patching |
2 |
|
Bituminous Pavement
Joint Repair |
2 |
|
Unpaved Shoulder
Restoration |
1 |
|
Fence Repairs |
2 |
|
Roadway Sweeping |
2 |
|
Drainage Structure
Cleaning |
1 |
|
Culvert Repair |
2 |
|
Mowing |
7 |
|
Litter Removal |
1 |
|
Graffiti Removal |
1 |
|
Wildflower Planting |
2 |
|
Seeding |
2 |
|
Landscape Maintenance |
2 |
|
Chemical Weed Control |
3 |
|
Tree Trimming |
1 |
|
Traffic Control |
1 |
|
Sign Repair |
1 |
|
Highway Lighting
Repair |
1 |
|
Pavement Marking and
Markers |
1 |
|
Attenuator
Inspection/Repair |
1 |
|
Guardrail Repair |
1 |
|
Bridge Deck Patching |
1 |
|
Bridge Deck Joint
Replacement |
2 |
|
Bridge Rail
Replacement |
2 |
|
Bridge Superstructure
Repair |
3 |
|
Bridge
Superstructure Design |
1 |
The following is a brief description of the
accomplishments and costs for several maintenance items. The same difficulties
experienced in integrating VMS’ financial and operations software may have
affected the cost data reported.
|
|
|||
|
Activity |
Number of Units |
Unit
of Measure |
Cost |
|
Asphalt Patching |
309 |
Ton |
$316,700 |
|
Pavement Joint Repair |
85 |
Lane Mile |
$311,800 |
|
Shoulder Repair |
104,500 |
Square Yard |
$70,500 |
|
Fence Repair |
8,500 |
Lineal Foot |
$91,800 |
|
Drainage Structure
Maintenance |
527 |
Each |
$85,900 |
|
Drainage Culvert
Maintenance |
52,700 |
Lineal Foot |
$88,500 |
|
Roadside Mowing |
4,900 |
Acre |
$476,500 |
|
Graffiti Removal |
14,600 |
Square Feet |
$113,200 |
|
Delineator
Replacement |
2,200 |
Each |
$10,900 |
|
Sign Replacement |
259 |
Each |
$59,800 |
|
Guardrail Repair |
29,100 |
Lineal Foot |
$430,300 |
|
Pavement Marking |
29,900 |
Lineal Foot |
$82,200 |
|
Incident Response |
296 |
Each |
$501,600 |
|
Glare Foil
Replacement |
593 |
Each |
$26,100 |
|
Highway Lighting
Repair |
300 |
Each |
$270,700 |
|
Bridge Deck Repair |
66 |
Square Yard |
$101,100 |
|
Bridge
Superstructure Repair |
2,750 |
Square Yard |
$1,244,700 |
|
Bridge Joint
Replacement |
7,700 |
Lineal Foot |
|
·
VDOT estimated savings of $22 million over the
course of the five and one-half year contract.
·
Due to the investment orientation of the VMS
approach, the savings were expected to be minimal to low in the first year and
to rise throughout the project, with the greatest savings realized in the final
years.
·
The expectation was that the road would be
maintained in its existing condition.
·
The initial condition of the road was below
expectations.
·
VMS was able to improve the highway beyond its
existing condition and nearly achieve the established goals within budget.
·
VMS believes that the work performed to increase
the maintenance rating from 85.1 to the contract level created a cost savings
for VDOT as this work was done without any change order. It is VMS’ estimate
that the level of savings is between $750,000 to $1,000,000
·
Had the level of service been placed at the 85.1
level which existed in summer of 1997 rather than the 92.8 level of the Agreement,
this would translate to savings of about $1,250 to $1,500 per lane mile.
Every new venture usually experiences a few
“bumps in the road,” yet the implementation of this public-private partnership
was remarkably smooth, with relatively few and rather minor glitches, most of
which occurred in the early months. That this was the first contract of its
type made the accomplishment by VDOT and VMS even more remarkable.
During the year VMS attempted to learn from its
errors and adopted new procedures to prevent recurrences. The following are a
few of the most significant lessons learned.
Incident Response Services
Incident response was the activity that provided
the most learning opportunities, largely due to a higher than anticipated volume
of accidents. VMS assumed responsibility for this activity in April 1997.After
responding to nearly 30 incidents on I-95 in the first month, it was obvious
that the number would be far greater than available statistics indicated, and
that additional resources were necessary. VMS modified its approaches, obtained
additional equipment, and was diligent in achieving its timely response
requirements.
·
It became apparent that rather than relying on a
contractor for the placement of lane closures at all incidents, it would be
more efficient and, in some instances, more economical, to have the in-house
capability to do this. VMS acquired the equipment and traffic control devices
needed.
·
Communication and coordination with police,
fire, and rescue workers at the incident site are very important. VMS initially
equipped its personnel with cellular telephones but added two-way radios after
realizing they were more reliable in some situations. VMS also learned that it
would be helpful and efficient to have access to the Virginia State Police
(VSP) radio system, but was advised this would not be feasible.
·
To further improve coordination and
communications at incident sites, VMS hired a retired VSP sergeant to serve as
emergency response coordinator. This proved most effective.
·
Several accidents caused liquids to be spilled
onto the pavement. Usually sand is spread on the wet pavement to absorb the
liquid and then swept from the roadway leaving a dry pavement. VMS originally
intended to have contractors accomplish this task. It soon became apparent that
the response time of the contractor was not always acceptable. Consequently,
VMS equipped one of its trucks with a tailgate spreader so that it could be
used to spread sand when it appeared that a contractor could not be available
within an acceptable timeframe.
·
VMS learned the importance of meeting early on
with state police, fire, and other agency personnel to improve coordination at
incidents. VMS staff working on I-77, I-81, and I-381 visited with community
officials well in advance of assuming maintenance responsibilities.
Drainage
·
Several severe rainstorms in the spring and
early summer of 1997 caused the unnecessary flooding of some ramps and
shoulders in the Richmond metropolitan area. Drop inlets in the barrier wall
drain the affected locations, and the culverts leading from them were partially
or completely blocked. A concentrated effort was made not only to clean the
drop inlets but also to identify and clean the outfall culverts. Since this was
done routine flooding has not occurred as the drop inlets and culverts are
functioning properly.
·
The heavy rainfalls caused debris to cover the
grates and/or slot openings of the drop inlets. It was sometimes difficult,
because of the debris, to locate these and clean them so that proper drainage
could be restored. Blue delineators were placed on the barrier walls directly
above the drop inlets to identify their location. This will also assist
maintenance crews during heavy snowfalls.
Roadside
·
The wildflowers in several beds established
before VMS took over did not grow well. The services of a landscape architect
were utilized to develop a realistic plan for the management of the wildflower
beds in the I-95 corridor. One of his findings was that the soil in several
locations was depleted of nutrients and could not support the wildflowers.
Another was that different wildflowers, ones that could better withstand the
harsh roadside environment, should be used. A new seeding mixture and a program
of bed rotation were established to improve the appearance of the roadsides in
the corridor.
Traffic
·
There have been many collisions with exit
signposts located in the off ramp gore areas. Delineation devices were added to
better direct traffic from the deceleration lanes onto the ramps. Since this
was done, there has been a marked reduction in the number of signposts hit by
vehicles.
Pavement
·
It became apparent early on that the life of
some of the patching material being used for use on concrete pavement was not
as long as hoped. These early failures meant that the same location had to be
patched several times causing a disruption in the flow of traffic each time. To
remedy this repetitive activity, VMS contracted to have Roadflexä placed. It has
proven to be very effective on bridge decks and concrete pavement. This
material has performed very well and VMS will continue its use.
Contractors
·
Despite extensive outreach activities, VMS
experienced some resistance to the concept of privatized maintenance on the
part of trade associations and individual contractors. Although many fears were
allayed as VMS awarded contracts through its fair, open, and inclusive
competitive bidding process, concerns persisted. This situation resulted in a
delay of some activities planned by VMS as well as higher prices than expected
for some activities.
·
While VMS attracted a number of highly qualified
contractors who performed quite well, five contracts were terminated for
non-performance.
·
VMS experienced problems in integrating its
financial and operations software, which affected its ability to deliver timely
monthly reports. The problems were resolved and all monthly reports are prompt.
To date, VMS, Inc. has
been successful in soliciting Sub-contractors to perform work on all three of
its interstate highway corridors. We have developed an On-The-Job training
program for small and MBE/DBE Sub-contractors in order to expand our
Sub-contractor base and we are seeing positive results from that training
program. We have found that in many cases unless training such as this is
provided, these small firms do not feel that they are capable of working on
interstate highway type programs. The normal governmental induced rules and
regulations as well as the amount of time to administer the contracts generally
are a deterrent to very small businesses. The methodologies used by VMS, Inc.
are intended to simplify the overall contracting process and to expedite
payments to these businesses when their work tasks are completed.