LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements (2005) / Chapter Skim
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Pages 601-632
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APPENDIX B1 Site Summaries for SPS-2 experiment (Inventory/construction details, status and data availability)
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B1-2 Arizona (4) Site Description The site in Arizona is located in the eastbound direction of I-10, approximately 35 miles west of Phoenix between Tonopah and State Spur on route 85, in Maricopa County.
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B1-3 Table 2 Summary of status of design features Slab Thickness, in. SHRP ID Design Actual Base Type Drainage Lane Width, ft As designed?
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B1-4 Arkansas (5) Site Description The site, a four lane divided highway, is located on the westbound lanes of I-30 in Hot Spring County, Arkansas.
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B1-5 day flexural strength of the PCC at the sections with target strength of 900-psi has been found to be lesser by more than 10% the target. Table 5 Summary of status of design features Slab Thickness, in.
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B1-6 California (6) Site Description The project at this site is the youngest of all the sites in the SPS-2 experiment.
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B1-7 target of 14 ft was found to be 13 ft (Table: SPS_GENERAL)
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B1-8 Colorado (8) Site Description The site in Colorado was constructed on I-76 (east bound)
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B1-9 Table 11 Summary of status of design features Slab Thickness, in. SHRP ID Design Actual Base Type Drainage Lane Width, ft As designed?
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B1-10 Delaware (10) Site Description The site is located on US 113 between Milford and Georgetown, Delaware.
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B1-11 Site Status As said above, the 550-psi SHRP mix has been replaced with Delaware DOT Type ‘B' mix after the 550-psi SHRP mix was found to be performing poorly (shrinkage cracking)
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B1-12 Iowa (19) Site Description The site is located in the northbound lanes of U.S.
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B1-13 Table 17 Summary of status of design features Slab Thickness, in. SHRP ID Design Actual Base Type Drainage Lane Width, ft As designed?
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B1-14 Kansas (20) Site Description The site is located in the westbound driving lane of Interstate 70 near Abilene in Dickinson County.
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B1-15 Table 20 Summary of status of the design factors Slab Thickness, in. SHRP ID Design Actual Base Type Drainage Lane Width, ft As designed?
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B1-16 Michigan (26) Site Description The Michigan SPS-2 site is located on the US 23 (Ottawa Lake, Monroe County)
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B1-17 • Transverse shrinkage cracks appeared in LCB soon after construction • Extra amount of water entered the pavement structure since this section is located on superelevation, which drains toward the outside shoulder. • PCC Concreting delayed by a month in 0216 Site Status Table 23 is the summary for the status of the design features of the sections at this site.
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B1-18 Table 24 Summary of monitoring data availability Monitoring data availability, No. of surveys Distress SHRP ID Manual Faulting IRI FWD 0213 5 4 6 5 0214 6 6 10 5 0215 5 5 7 4 0216 8 7 10 5 0217 4 3 5 4 0218 3 3 4 3 0219 7 7 10 5 0220 8 7 9 5 0221 9 8 9 6 0222 7 7 10 5 0223 8 8 10 5 0224 8 7 10 4
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B1-19 Nevada (32) Site Description The site is located in north central Nevada, in the outer eastbound lane of Interstate 80, in Humboldt and Lander Counties.
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B1-20 Site Status Table 26 is the summary of status of the design features at this site. Six of the eleven sections (see Table 25)
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B1-21 North Carolina (37) Site Description The site is located in the southbound lanes of U
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B1-22 Site Status A summary of the status of the design features at the site is Table 29. Sections 0201, 0202, 0207, 0209 and 0210 were constructed at least 0.5" thicker than their respective target thickness.
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B1-23 North Dakota (38) Site Description The site is located in the eastbound lanes of I-94 in eastern North Dakota, west of Fargo.
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B1-24 Table 32 Summary of status of design features Slab Thickness, in. SHRP ID Design Actual Base Type Drainage Lane Width, ft As designed?
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B1-25 Ohio (39) Site Description The Ohio site is located in the northbound lanes of U
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B1-26 from the target flexural strengths is to be noted. The average 14-day flexural strength of sections with 550-psi as target strength is much higher than the target and that of the sections with target strength as 900-psi is much lesser than 900-psi.
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B1-27 Ohio (39) Site Description The Ohio site is located in the northbound lanes of U
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B1-28 from the target flexural strengths is to be noted. The average 14-day flexural strength of sections with 550-psi as target strength is much higher than the target and that of the sections with target strength as 900-psi is much lesser than 900-psi.
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B1-29 Washington (53) Site Description The site is located in the northbound lanes of SR 395 in eastern Washington.
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B1-30 Table 41 Summary of status of design factors Slab Thickness, in. SHRP ID Design Actual Base Type Drainage Lane Width, ft As designed?
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B1-31 Wisconsin (55) Site Description The site is located on the westbound and eastbound STH-29, a rural arterial road, in Marathon County, Wisconsin.
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B1-32 Table 44 Summary of status of the design features Slab Thickness, in. SHRP ID Design Actual Base Type Drainage Lane Width, ft As designed?
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