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Each record in this layer represents a single test result at a test site. There may be multiple test results at a single site. Each test’s results were interpreted based on our study’s strength and durability threshold criteria. For this study, the aggregate quality threshold requires a Los Angeles (LA) Abrasion test result of <30 percent and Washington Degradation test result of >30 percent, as specified in the 2023 standards for hot-mix asphalt (HMA). Testing results may be pass, incomplete pass, incomplete fail, partial fail, or fail depending on the results from these two tests. Test result data were sourced from Washington State Department of Transportation’s (WSDOT) Aggregate Source Approval (ASA) database. Test site location data were provided in GIS format directly by WSDOT and can be viewed on their ASA web mapping application. This layer also includes sites sampled by WGS and tested at a materials testing lab. |
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Each record in this layer represents a single test result at a test site. There may be multiple test results at a single site. Each test’s results were interpreted based on our study’s strength and durability threshold criteria. For this study, the aggregate quality threshold requires a Los Angeles (LA) Abrasion test result of <30 percent and Washington Degradation test result of >30 percent, as specified in the 2023 standards for hot-mix asphalt (HMA). Testing results may be pass, incomplete pass, incomplete fail, partial fail, or fail depending on the results from these two tests. Test result data were sourced from Washington State Department of Transportation’s (WSDOT) Aggregate Source Approval (ASA) database. Test site location data were provided in GIS format directly by WSDOT and can be viewed on their ASA web mapping application. This layer also includes sites sampled by WGS and tested at a materials testing lab. |
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<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>This layer shows our interpretations of materials testing reports that were available at the time of analysis for each project area. Rock samples from test sites were analyzed at materials testing labs for strength and durability. The Los Angeles (LA) Abrasion and the Washington (WA) Degradation tests are two common methods that the aggregate industry uses to assess if an aggregate material will perform as needed for many aggregate products. For this study, the aggregate quality threshold requires a LA Abrasion test result of <30 percent and WA Degradation test result of >30 percent, as specified in the WSDOT standards for hot-mix asphalt. Testing results may be Pass, Incomplete Pass, Incomplete Fail, Partial Fail, or Fail depending on the results from these two tests. Sample material that breaks down too much during these tests result in a Fail or Partial Fail test result, while more durable material result in a Pass test result.</SPAN></P></DIV></DIV></DIV> |
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<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>The Washington Geological Survey (WGS) shall not be held liable for improper or incorrect use of the data described and/or contained herein. This product is provided 'as is' without warranty of any kind, either expressed or implied, including, but not limited to, the implied warranties of merchantability and fitness for a particular use. The Washington State Department of Natural Resources and the authors of this product will not be liable to the user of this product for any activity involving the product with respect to the following: (a) lost profits, lost savings, or any other consequential damages; (b) the fitness of the product for a particular purpose; or (c) use of the product or results obtained from use of the product. Although these data have been processed successfully on computers of WGS, no warranty, expressed or implied, is made by WGS regarding the use of these data on any other system, nor does the fact of distribution constitute or imply any such warranty.</SPAN></P></DIV></DIV></DIV>, <DIV STYLE="text-align:Left;"><DIV><P><SPAN>This digital data and metadata, (hereinafter collectively referred to as the "information"), are provided on an "AS IS", "AS AVAILABLE" and "WITH ALL FAULTS" basis. Neither Department of Natural Resources nor any of its officials and employees makes any warranty of any kind for this information, express or implied, including but not limited to any warranties of merchantability or fitness for a particular purpose, nor shall the distribution of this information constitute any warranty. The information is collected from various sources and will change over time without notice. DNR and its officials and employees assume no responsibility or legal liability for the accuracy, completeness, reliability, timeliness, or usefulness of any of the information provided nor do they represent that the use of any of the information will not infringe privately owned rights. The information is not intended to constitute advice nor is it to be used as a substitute for specific advice from a licensed professional. You should not act (or refrain from acting) based upon the information without independently verifying the information and, as necessary, obtaining professional advice regarding your particular facts and circumstances. References to any specific commercial product, process, and service by trade name, trademark, or manufacturer do not constitute or imply endorsement, recommendation, or favoring by DNR and its officials and employees. IN NO EVENT WILL DNR BE LIABLE TO YOU OR ANY THIRD PARTY FOR ANY DAMAGES ARISING OUT OF THE USE OF OR INABILITY TO USE THE DIGITAL DATA, EVEN IF DNR IS ADVISED OF THE POSSIBILITY OF SUCH DAMAGES.</SPAN></P></DIV></DIV> |
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Test Site |
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tags:
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["Aggregate Resources","Mineral Resources","Sand and Gravel","Crushed Rock","Materials Testing","LA Abrasion","Degradation","Washington","Washington Geological Survey","WGS"] |
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en-US |
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500000 |
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