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Part 1: Document Description
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Citation |
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Title: |
Data for "CAIT-UTC-REG39: FDR Stabilizer Selection Using Simple Soil Tests" |
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Identification Number: |
doi:10.7910/DVN/4WZUKK |
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Distributor: |
Harvard Dataverse |
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Date of Distribution: |
2022-10-04 |
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Version: |
1 |
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Bibliographic Citation: |
Orr, David, 2022, "Data for "CAIT-UTC-REG39: FDR Stabilizer Selection Using Simple Soil Tests"", https://doi.org/10.7910/DVN/4WZUKK, Harvard Dataverse, V1 |
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Citation |
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Title: |
Data for "CAIT-UTC-REG39: FDR Stabilizer Selection Using Simple Soil Tests" |
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Identification Number: |
doi:10.7910/DVN/4WZUKK |
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Authoring Entity: |
Orr, David (Cornell University) |
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Distributor: |
Harvard Dataverse |
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Access Authority: |
Stiesi, Ryan |
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Depositor: |
Stiesi, Ryan |
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Date of Deposit: |
2022-10-04 |
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Holdings Information: |
https://doi.org/10.7910/DVN/4WZUKK |
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Study Scope |
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Keywords: |
Engineering, Engineering |
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Abstract: |
Most local agencies that use full-depth reclamation (FDR) choose the stabilizer to be used by selecting a vendor rather than performing test on the pavement materials. Most of the methods available for selecting the technique or additive to be used rely on a sieve test and the plastic index (PI). The PI is not sensitive at the low values found in materials like the glacial tills common across the northeast. However the Sand Equivalent (SE) is more sensitive in those materials and can be performed quickly. Five soils were tested to see if the SE with a sieve test could be used to discern if asphalt emulsion would be a good stabilizer additive for FDR. A proposed new matrix for which stabilizer technique or additive was proposed. Three sets of pavement materials (surface asphalt concrete and base gravels) were then tested to confirm the proposed stabilizer selection matrix. The results confirmed that the SE test may be a good alternative for local agencies trying to decide which stabilizer to use. |
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Methodology and Processing |
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Sources Statement |
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Data Access |
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Other Study Description Materials |
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BC 2.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
BC3 20211220.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
.DS_Store |
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Notes: |
application/octet-stream |
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Label: |
Franklin.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
Initial soil inventory.xlsx |
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Notes: |
application/vnd.openxmlformats-officedocument.spreadsheetml.sheet |
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Label: |
Jefferson county marshall.xlsx |
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Notes: |
application/vnd.openxmlformats-officedocument.spreadsheetml.sheet |
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Label: |
Jefferson county.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
Jefferson county.xlsm |
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Notes: |
application/vnd.ms-excel.sheet.macroenabled.12 |
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Label: |
LAV 3.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
Lewis county AC good spot, haymarket rd.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
Lewis County, haymarket, good spot, base 5in thick.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
Lewis county site 2 AC layer, poor cond.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
Lewis County, Site 2 inner lane base 5in thick.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
NYS 088 Wayne 0'-1' below asphalt.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
NYS 088 Wayne 1-2’ below asphalt.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
NYS 197 1-16 Marshall.xlsx |
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Notes: |
application/vnd.openxmlformats-officedocument.spreadsheetml.sheet |
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Label: |
NYS 197.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
NYS 197.xlsm |
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application/vnd.ms-excel.sheet.macroenabled.12 |
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Label: |
NYS 233 0-12 Marshall.xlsx |
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Notes: |
application/vnd.openxmlformats-officedocument.spreadsheetml.sheet |
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Label: |
NYS 233 12-30 below asphalt 2 of 2.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
NYS 233.xlsx |
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Notes: |
application/vnd.openxmlformats-officedocument.spreadsheetml.sheet |
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Label: |
NYS 357 1-2' below AC sieve.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
NYSDOT Soils Triangular.xlsx |
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Notes: |
application/vnd.openxmlformats-officedocument.spreadsheetml.sheet |
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Label: |
Orange county 2 ft below AC.xlsm |
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Notes: |
application/vnd.ms-excel.sheet.macroenabled.12 |
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Label: |
Orange County.xls |
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Notes: |
application/vnd.ms-excel |
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Sieve Analysis- NYS 233 0-12 in below C - Basic Tests Oct 2021.xls |
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Notes: |
application/vnd.ms-excel |
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Sieve Analysis- Westchester Bag 2 10.15.2021.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
Sieve Template- Spencer 1'-2' below asphalt 11.30.2021.xls |
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Notes: |
application/vnd.ms-excel |
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Spencer 0-1’ base.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
spencer 0-1ft below base.xlsm |
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Notes: |
application/vnd.ms-excel.sheet.macroenabled.12 |
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spencer 1-2ft below Asphalt.xlsm |
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Notes: |
application/vnd.ms-excel.sheet.macroenabled.12 |
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Label: |
Spencer 1-2 Marshall.xlsx |
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Notes: |
application/vnd.openxmlformats-officedocument.spreadsheetml.sheet |
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Label: |
Steuben County CR 21 15in down - Copy.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
Steuben County CR 21 4-7in down.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
Steuben County CR 21 4-7in down.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
STL 1.xls |
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Notes: |
application/vnd.ms-excel |
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Label: |
Stuben CR 21 surface cold mix.xls |
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Notes: |
application/vnd.ms-excel |