Location: Tucson, AZ Client: ADOT Status: Completed
Since the 1990s, the Arizona Department of Transportation (ADOT) is widening the existing Interstate 10 (I-10) going through Tucson from six to eight lanes to cope with the increased traffic demand of a growing Tucson. ADOT is performing its work sequentially in segments. ADOT retained HDR, Inc. to perform the design for segment of I-10 between St. Marys Road and 29th Street in Downtown Tucson. NCSG performed the geotechnical investigations under subcontract to HDR.
The complete reconstruction of mainline I-10 for the segment between St. Mary’s Road and 29th Street included 6 new bridges, 17 retaining walls totaling nearly 14,000 linear feet of walls, drainage structures paralleling the corridor, and pavement design. The field investigation program conducted by NCSG included 122 borings for the various structures. A combination of drill rigs was required, including conventional truck mounted, track mounted for drilling on slopes, and difficult access rigs for the sides of steep embankment slopes.
The proximity of the project corridor to the Santa Cruz River had a strong influence on the soil stratigraphy, and corresponding weaker fluvial (river deposited) soils located near the surface creating significant design challenges. Additionally, perched groundwater was encountered in some of the deep bridge borings, which required careful consideration during the design of the deep foundations for the bridge structures. NCSG prepared a comprehensive design recommendations report for the project.
NCSG was heavily involved during the construction phase assisting HDR and ADOT in the review of MSE-wall shop drawings and calculations, review of drilled shaft integrity testing data, recommendations for fixes of defective drilled shafts, and troubleshooting issues related to retaining walls, drilled shaft foundations and other geotechnical aspects of the project.
Photo Credits: Some photos during the construction phase are courtesy of ADOT, in particular Antonio Conte. Several others are courtesy of Ted Buell with HDR, Inc.
An example of the pavement coring required to perform a boring from the I10 mainline on the I10: St. Mary's to 29th project.
NCS field staff working with the split spoon sampler on the I-10: St. Mary's to 29th project.
A typical setup for a boring performed from the I10 mainline for the I10: St. Mary's to 29th project.
The front of a drill rig drilling a deep boring at the pier location of the proposed new Congress St. Overpass. Many of the borings on the I10: St. Mary's to 29th project were performed at night because of traffic control considerations.
The limited access drill rig used for several borings on the sides of steep embankment slopes on the I10: St. Mary's to 29th project.
Architects concept of 18th St. overpass for I-10: St. Mary's to 29th St. project. Image courtesy of HDR Engineering, Inc. and Gresham & Beach Architects, Inc. Drawing by James A. Gresham, FAIA. Used with permission.
Architects concept of 22nd St. traffic interchange for I-10: St. Mary's to 29th St. project. Image courtesy of HDR Engineering, Inc. and Gresham & Beach Architects, Inc. Drawing by James A. Gresham, FAIA. Used with permission.
Architects concept of Clark St. overpass for I-10: St. Mary's to 29th St. project. Image courtesy of HDR Engineering, Inc. and Gresham & Beach Architects, Inc. Drawing by James A. Gresham, FAIA. Used with permission.
A view of the existing pedestrian portal at 18th St. and the track-mounted drill rig performing a deep boring for the proposed 18th St. bridge. The project team plans to save this unique artwork and incorporate it into the new construction.
Casting yard for MSE wall panels used on the I-10 widening project.
Overexcavation zone for one of the MSE retaining walls.
Leveling pad for one of the MSE retaining walls.
Leveling pad for one of the MSE retaining walls.
Localized problems with MSE wall subgrade after a rain storm.
Bar mat reinforcement used for MSE walls on the I-10 wideing project. Note the different spacing of the transverse elements.
Demolition of one of the bridges on the I-10 widening project.
Case crawler drill rig used on the I-10 widening project.
Localized problems with MSE wall subgrade after a rain storm.
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