|
SHRP PRODUCT 2035B:
Guide Specifications for Polymer Concrete Bridge Deck Overlays
Michael Sprinkel
Product Summary
Product Use and Evaluation
Market Penetration of Polymer Concrete Overlays
Reference List of Project Use
TAMMS Flexolith Epoxy Applications
E-Bond 526 Multicoat Epoxy Application
Polycarb, List of Completed Projects
Sikadur Epoxy Broadcast Overlay System
Transpo, List of Completed Projects
Reichhold, List of Installations
Degadur, List of Installations
| Source: |
AASHTO |
|
444 N. Capitol Street |
|
Suite 225 |
|
Washington, D.C. 20001 |
| Expert: |
Michael Sprinkel |
|
Virginia Transportation Research Council |
|
530 Edgemont Road |
|
Charlottesville, VA 22903 |
| Champion: |
Michael Sprinkel |
|
Virginia Transportation Research Council |
|
530 Edgemont Road |
|
Charlottesville, VA 22903 |
Product Summary
The guide provides generic specifications that can be used to construct multiple-layer, slurry and premixed polymer overlays. Overlays are constructed with epoxy, unsaturated polyester styrene and methacrylate and graded aggregates. Overlays are used to provide an economical skid resistant weaving and protective system for bridge decks. Polymer overlays are particularly suited for installations during off peak traffic periods such as at night and can be constructed in situations where it is necessary to minimize lane closures and traffic disruption. Typical construction activities are illustrated in Figures 49 through 52. Cost data from 79 overlay projects is shown in Table 1. Because of large savings in the cost of traffic control, polymer overlays can be installed at one third the cost of hydraulic cement concrete overlays based on a life cycle analysis. DOTs that spend $5 million per year on concrete overlays can save $3 million using polymer overlays.
Figure 49. The first step toward the successful placement of a polymer concrete overlay is to shotblast the concrete surface. Shotblasting equipment is available in a range of sizes. Units that blast a strip 230 mm wide and a strip 1.8 m wide are shown.
Figure 50. A multiple-layer epoxy overlay consists of two layers of epoxy and aggregate. An epoxy mixture is spread over the deck with notched squeegees. Basalt aggregate is here broadcast to excess from the back of a dump truck.
Figure 51. Methyl methacrylate aggregate slurry mixed with mortar mixers is applied to a shotblasted surface that was primed at least 1 hour earlier with a methyl methacrylate primer. The primer must be cured prior to placement of the slurry. The overlay should be struck off with gage rakes set to provide a layer of slurry 5 mm thick.
Figure 52. Premixed polyester styrene resin concrete may be consolidated and struck off with a transverse vibrating screed. The overlay is typically 6 to 25 mm thick.
Cost of Bridge Deck Protective Treatments ($/yd2)
| |
Epoxy Overlay |
Concrete Overlay |
| Treatment |
24 |
61 |
| Misc. |
0 |
23 |
| Traffic |
8 |
46 |
| Total |
32 |
130 |
| Life (years) |
15 |
30 |
| Life Cycle |
47 |
130 |
Product Use and Evaluation
The results of a questionnaire survey on use of the product are shown in Figure 53 and Table 35. The survey showed the polymer overlay guide to be one of the most used products to come from SHRP research on concrete assessment and rehabilitation.
Figure 53. Results of Survey of DOT Use of Product 2035B
Table 35. Results of Questionnaire Survey of All the States
Alabama-Hawaii
| |
Product Evaluation |
Product Use |
|
| State |
P L A N N E D |
O N - G O I N G |
C O M P L E T E |
I N - U S E |
R E J E C T E D |
N O
I N T E R E S T |
Comments (attach extra pages as needed) |
Contact Person |
Phone Number |
| AL |
|
|
|
|
|
|
|
|
|
| AK |
|
|
|
|
|
|
|
|
|
| AZ |
|
|
|
|
|
|
|
|
|
| AR |
|
|
X |
|
|
X |
|
Lynn Austin |
501-569-2192 |
| CA |
|
|
|
|
|
|
|
|
|
| CO |
|
|
|
|
|
X |
|
|
|
| CT |
|
|
|
|
|
|
|
|
|
| DE |
|
|
|
|
|
|
|
|
|
| DC |
|
|
|
|
|
|
|
|
|
| FL |
|
|
|
|
|
|
|
|
|
| GA |
|
|
|
|
|
X |
|
|
|
| HI |
|
|
|
|
|
|
|
|
|
Idaho-Minnesota
| |
Product Evaluation |
Product Use |
|
| State |
P L A N N E D |
O N - G O I N G |
C O M P L E T E |
I N - U S E |
R E J E C T E D |
N O
I N T E R E S T |
Comments (attach extra pages as needed) |
Contact Person |
Phone Number |
| ID |
|
|
|
|
|
|
|
|
|
| IL |
|
X |
|
|
|
|
|
Gary Kowalski |
217-785-2914 |
| IN |
|
|
|
X |
|
|
|
|
|
| IA |
|
|
|
|
|
X |
|
|
|
| KS |
|
|
X |
X |
|
|
|
Scherschligt |
785-296-3761 |
| KY |
|
|
|
|
|
|
|
|
|
| LA |
|
|
|
|
|
|
|
|
|
| ME |
|
|
|
|
|
X |
|
|
|
| MD |
|
|
X |
X |
|
|
|
R. Healy |
410-545-8063 |
| MA |
|
|
|
|
|
|
|
|
|
| MI |
|
|
|
|
|
|
|
|
|
| MN |
|
|
|
|
|
X |
|
P. Rowecamp |
612-582-1149 |
Mississippi-Nova Scotia, Canada
| |
Product Evaluation |
Product Use |
|
| State |
P L A N N E D |
O N - G O I N G |
C O M P L E T E |
I N - U S E |
R E J E C T E D |
N O
I N T E R E S T |
Comments (attach extra pages as needed) |
Contact Person |
Phone Number |
| MS |
|
|
|
|
|
|
|
|
|
| MO |
|
|
X |
X |
|
|
|
Ron Temmee |
573-526-3030 |
| MT |
X |
|
|
|
|
|
|
|
|
| NE |
|
|
|
|
|
|
|
|
|
| NV |
|
|
|
X |
|
|
|
R. K. Moore |
702-888-7520 |
| NH |
|
|
|
|
|
|
|
|
|
| NJ |
|
|
|
|
|
|
|
|
|
| NM |
X |
|
|
|
|
|
|
Jim Camp |
505-827-5532 |
| NY |
X |
|
|
|
|
|
|
F. Naret |
518-485-1386 |
| NC |
|
|
|
|
|
|
|
|
|
| ND |
|
|
|
|
|
|
|
|
|
Nova Scotia, Canada |
|
|
|
|
|
|
|
|
|
Ohio-Wyoming
| |
Product Evaluation |
Product Use |
|
| State |
P L A N N E D |
O N - G O I N G |
C O M P L E T E |
I N - U S E |
R E J E C T E D |
N O
I N T E R E S T |
Comments (attach extra pages as needed) |
Contact Person |
Phone Number |
| OH |
|
|
|
|
|
|
|
|
|
| OK |
|
|
|
|
|
|
|
|
|
| OR |
|
|
|
X |
|
|
|
Keith Johnston |
503-986-3053 |
| PA |
|
|
|
|
|
|
|
|
|
| PR |
|
|
|
|
|
|
|
|
|
| RI |
|
|
|
|
|
|
|
|
|
| SC |
|
|
|
|
|
|
|
|
|
| SD |
|
|
|
|
|
|
|
|
|
| TN |
|
|
|
|
|
|
|
|
|
| TX |
|
|
X |
|
|
|
|
Randy Cox |
512-416-2189 |
| UT |
|
|
|
|
|
|
|
|
|
| VT |
|
|
|
|
|
|
|
|
|
| VA |
|
|
|
X |
|
|
|
Michael Sprinkel |
804-293-1941 |
| WA |
|
X |
|
X |
|
|
|
Tom Roper |
360-705-7213 |
| WV |
|
|
|
X |
|
|
|
|
|
| WI |
|
|
|
|
|
X |
|
|
|
| WY |
|
|
|
|
|
|
|
|
|
Table 36. Market Penetration of Polymer Concrete Overlays
| Year |
E-bond |
SIKA |
POLYCARB |
TAMMS |
TRANSPO |
REICHHOLD |
Degadur |
TOTAL |
| 90 |
0 |
3 |
3 |
4 |
2 |
3 |
1 |
16 |
| 91 |
19 |
15 |
4 |
6 |
0 |
6 |
8 |
58 |
| 92 |
6 |
5 |
6 |
4 |
4 |
6 |
4 |
35 |
| 93 |
9 |
17 |
7 |
0 |
1 |
9 |
3 |
46 |
| 94 |
10 |
9 |
8 |
4 |
0 |
22 |
7 |
60 |
| 95 |
12 |
12 |
5 |
1 |
3 |
7 |
4 |
44 |
| 96 |
1 |
1 |
6 |
3 |
3 |
17 |
1 |
32 |
| 97 |
13 |
4 |
14 |
2 |
4 |
17 |
0 |
54 |
| 98 |
8 |
1 |
7 |
1 |
5 |
10 |
0 |
32 |
| 99 |
- |
- |
9 |
- |
6 |
24 |
0 |
39 |
| Before SHRP |
2 |
8 |
56 |
22 |
12 |
23 |
16 |
139 |
| Lead State |
69 |
44 |
10 |
7 |
4 |
0 |
1 |
135 |
| Total |
80 |
75 |
125 |
47 |
40 |
144 |
44 |
555 |
| Since 1990 |
78 |
67 |
69 |
25 |
28 |
121 |
28 |
416 |
Reference List of Project Use
TAMMS Flexolith Epoxy Applications
| YEAR
| PROJECT
| LOCATION
|
| 1976 |
Route M-44, Bridge over the Grand River |
Grand Rapids, MI |
| 1976 |
Route 106 & 107 Southbound Roadway |
Hicksville, NY |
| 1979 |
Monroeville Mall Access Bridge over Route 22 |
Monroeville, PA |
| 1979 |
Bayou Macon Bridge, Route LA572 (Franklin Parish) |
Chase, LA |
| 1983 |
Brooklyn Bridge |
Brooklyn, NY |
| 1984 |
Queensboro (59th Street) Bridge |
New York, NY |
| 1984 |
Remington Street Bridge |
Baltimore, MD |
| 1984 |
Clakamas River Bridge - Highway 99 |
Oregon City, OR |
| 1984 |
Red Deer River Bridge |
Sundrie, Alberta, Canada |
| 1985 |
Yakima River Bridge - Route 82 |
Ellensburg, WA |
| 1985 |
Thousand Islands Bridge |
Thousand Islands, NY |
| 1985 |
Crows Nest River Bridge |
Highway No. 3, Frank, Alberta |
| 1986 |
Edgewood Avenue - Route 17 |
Milwaukee, WI |
| 1986 |
Route 16 over Route 170 |
Columbus, OH |
| 1986 |
Jonesport River Bridge |
Jonesport, ME |
| 1986 |
Steel Orthotropic Bridge Sidewalk |
Hanover Street bridge |
| 1986 |
Lackawanna/Luzerne Counties |
Moosic, PA |
| |
L.R. 439, Route 52 |
|
| 1986 |
Strawberry Creek Bridge |
Kinuso, Alberta, Canada |
| |
Highway 2 |
|
| 1986 |
Dawson Bridge |
City of Edmonton, Alberta, Canada |
| 1987 |
Carvell Corner Overpass/Hwy. 16W |
Alberta |
| 1987 |
Bow River Bridge at Canmore |
Alberta |
| 1989 |
Greenpoint Avenue Bridge |
New York |
| 1990 |
Harlem Avenue Bridge |
Chicago, IL |
| 1990-1992 |
Tobin Bridge, Route 1 |
Boston, MA |
| 1990 |
State Route 35 |
Jackson, OH (18 Bridges) |
| 1990-1991 |
Pleasant Valley Overpass, Highway 16 |
British Columbia, Canada |
| 1991 |
Henry Hudson Bridge |
New York, NY |
| 1991 |
Joseph T. Can Bridge (Steel Grid) |
New Haven, CT |
| 1991 |
Maybey Bridge |
Brooklyn, MD |
| 1991 |
Pennsylvania Turnpike Overpass |
Somerset, PA |
| 1991 |
State Route 52 |
Ripley, OH (6 Bridges) |
| 1991 |
207th Street Bridge |
New York City |
| 1992 |
Cleveland Bridge Project |
Cleveland, OH (12 Bridges) |
| 1992 |
City Island Bridge (Steel Grid) |
New York City |
| 1992 |
Akron Bridge Project |
Akron, OH (6 Bridges) |
| 1992 |
Queensboro (59th Street) Bridge - Lower Level |
Brooklyn, NY |
| 1994 |
Kosciuszko Bridge |
New York City |
| 1994 |
Polaski Bridge |
New York City |
| 1994 |
Smithfield Street Bridge |
Pittsburgh, PA |
| 1994 |
Georgia Bridge |
Georgia, VT |
| 1995 |
Bragga Bridge |
Fall River, MS |
| 1996 |
Corbin Bridge |
Huntingdon, PA |
| 1996 |
Montana Bridges |
Various Locations |
| 1996 |
Santiam River (Jefferson) Bridge |
Marion, OR |
| 1997 |
Route 58 Bridge |
Mecklenburg County, VA |
| 1997 |
Corbin Suspension Bridge |
Huntingdon, PA |
| 1998 |
Main Street and Norwood Bridges |
City of Winnipeg |
E-Bond 526 Multicoat Epoxy Application
|