Fluid Movement

DOTs using liquid resin for slab replacement stabilization

Concrete Roads Article November 18, 2002
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At its San Diego convention last December, the American
Concrete Pavement Association recognized representatives of Uretek USA,
Tomball, Texas, and the Colorado Department of Transportation (CDOT) for
pioneering a new technique in concrete pavement restoration with a finalist
award. A construction team working for John Springer, CDOT maintenance
supervisor from Loveland, made construction history with a pilot project on
State Highway 287 near Fort Collins with the world's first full-panel precast
slab replacement.

The key to leveling and anchoring the precast slabs was a
liquid resin (Uretek 486) that has been used successfully for years to lift and
stabilize sunken concrete slabs. In Colorado, the idea to use the liquid resin
originated in a brainstorming session of Springer; Mike Hern, Boulder, Colo.,
maintenance supervisor; and Gary Dewitt, Greeley, Colo., materials supervisor.
Springer recalled that Miguel Leman, Concrete Stabilization Technologies,
Denver, had successfully leveled and stabilized sinking concrete panels with
Uretek.

Mathis and Leman brought together a construction team of
Colorado Precast Concrete, Loveland, Colo.; Vogel Concrete, Fort Collins,
Colo.; Concrete Coring Co., Denver; Concrete Stabilization Technologies;
Northern Colorado Traffic Control, Greeley; and Uretek USA. At the first
meeting in September, each member shared expertise on how the project could be
accomplished in a short time frame.

"We kicked around how tight we could make the
tolerances, the concrete strength, our production time frame and precasting
both the injection holes and the stitching slots for the load transfer
panels," said Scott Hayward, Colorado Precast Concrete project manager.

Casting the panels required precision because the three used
replaced slabs on a curved area, so the measurements differed for each side of
the 10-in.-thick panels. Slots for the load transfer devices were precast on
the edges. The injection hole pattern ranged from 18 in. to 3 ft apart with 15
to 17 holes per panel. Two rebar mats of grade 60 No. 4 black rebar were used
in each panel. Four rebar each spanned both the longitudinal and transverse
directions. The slabs weighed up to 25,000 lb, and strength was in excess of
6,000 psi in 28 days curing.

Placement test

From the beginning, there were some load transfer and
fitting concerns.

"We first stabilized the adjacent slabs by injecting
the Uretek 486 (Circle 915), a void filling stage, we call
'undersealing,'" Mathis explained. "This important stage allowed us
to trust the adjacent existing panels to handle the new load received from the
stitches connecting the precast panels."

Then Concrete Coring performed the saw cutting. Vogel
Concrete removed the concrete and prepared the Class 6 base material 2 in.
lower than the finished grade. Colorado Precast Concrete brought the panel to
the site and maneuvered it into place.

"Our biggest concern was would the panel fit?"
Leman said. To everyone's relief it did. "CDOT allowed us 1/2 to 3/4 in.
tolerances on the panels, but we manufactured them to within 1/8 in. of the
field measurements," Hayward explained.

Then Concrete Stabilization Technologies (CST) pumped the
liquid resin through the nickel-size injection holes to raise the panels and
glue them in place. The CST crew used a laser level to lift the concrete
pavement to within an 1/8 in. of the target elevation. According to Mathis, the
efficiency of the Uretek method comes from injecting a liquid with the
viscosity of a 3-in-1 oil that first aggressively spreads out under the slab.
Then this liquid expands to fill voids and create a large lift area. The
closed-cell, high-density polyurethane reaches 90% of its strength in just 15
minutes.

The last step was stitching the precast panels to the
adjacent panels using Uretek's Stitch-in-Time load transfer process. Slots were
cut into the adjacent slabs to accommodate the 1/4-in.-thick by 5-in.-deep by
3-ft-long fiberglass load transfer panels. After inserting the fiberglass
panels, workers filled the slots with a joint sealer.

The initial cost ran 10 to 15% more than cast-in-place
slabs, but CDOT expected to refine the costs in future proj-ects.

"We're doing this to satisfy our customers by not tying
up traffic for the period you need for concrete to cure," Springer said.

On to the next

CDOT also replaced nine precast slabs on the U.S. 85 bypass
through Greeley and 42 badly deteriorated slabs on I-25 at various locations
between Mead and Loveland. The slabs selected for replacement received a score
of 8, with 10 being the worst, according to Springer.

Technology Constructors Inc., Arvada, Colo., handled the
installation of slab replacements on the U.S. 85 bypass which runs through
Greeley. This is a busy area which carries a lot of truck traffic, according to
Michael Command, P.E., CDOT project engineer, Loveland. The first
replacements--seven panels in the northbound lane and two in the southbound
lane--were done during the day. 

With success on U.S. 85, funds were rolled over into the
next fiscal year to continue replacing 18 panels on I-25. Since I-25 experiences
peak traffic flows of 3,200 vehicles an hour, the replacements took place
between 9 p.m. and 5 a.m. on Sunday through Thursday nights. style="mso-spacerun: yes"> 

"Because the joints were skewed, we had to take six
measurements per panel," Command explained.

The panels were cast to a critical 3/4 in. tolerance and
varied from 6 to 8 in. thick.

One key adjustment made as work began was reducing the panel
thickness to 61/2 in. to accommodate a whitetopping portion of the job. The
change allowed work on I-25 to progress smoothly and the time schedule was
consistently met so the road could be open to traffic by 5 a.m.

Because the process proved viable, another contract was
planned to replace 24 more deteriorated panels on I-25. style="mso-spacerun: yes"> 

They thought of it first

In California, Tom Brannon, District 3 California Department
of Transportation (Caltrans) maintenance, first suggested using Uretek to
anchor and level a precast panel back in 1998. Colorado, however, beat
California to the actual application.

Brannon has been encouraging Caltrans to put out bids of
repair using precast and compare them to bids involving conventional repairs.
Brannon oversaw the first precast replacement in District 3, a 12-ft by 15-ft
slab in the No. 2 lane northbound of State Highway 51 in Sacramento, known as
business route I-80. Here, traffic averages 160,000 vehicles daily with 60,600
at peak time.

The slab was successfully installed at night and more than
24 Caltrans representatives have visited the site to view the work.

Roy Pool, Caltrans District 7 region manager, worked with
Don Moody, EagleLift Inc., Walnut, Calif., to coordinate the replacement of
five deteriorated slabs on the Route 60 freeway, a westbound truck route into
Los Angeles and San Pedro which was opened back in 1971. Slab replacement is expected
to provide an additional 10 years of wear, even with increased traffic and
heavier trucks. Traffic count in this area is 200,000 vehicles daily with heavy
truck traffic.

Caltrans controlled traffic while EagleLift directed the
crew in a six-hour overnight replacement of two panels on Route 60 eastbound.
The crew took seven hours to replace the three panels in the westbound lanes.
EagleLift performed Uretek undersealing, leveling of the slab and the
installation of the load transfer devices. McLoughlin Engineering, Rancho
Cucamonga, Calif., performed the saw-cutting, excavation, base preparation,
delivery and placement of the precast slabs. Concrete Products, Corona, Calif.,
precast the panels.

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