Test 2021-02-02-7-6 (AASHTO T176-08) Summary

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Project Information
Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
Location DescriptionROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
Sample Information
Sample Taken Date2/2/2021 Sample Unique Key7
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing2/4/2021
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R24 0.5% LAS
The quantity of what the sample constitutes12 Bags Of Aggregate, 3 Bags RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byCalifornia Commercial Asphalt Coachella Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0134A-21
The fabricator/manufacturer/facility nameCalifornia Commercial Asphalt - Coachella Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-33-0084
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R24 The fabricator/manufacturer designation for the sample
The plant number43417615 A detailed description of where the material sample was collectedBelt Cut at California Commercial Asphalt Coachella Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-02-02-7
DIME Test ID: 2021-02-02-7-6
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2021-02-11
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 02/09/2021
Clay Level (Test 1): 5.9
Sand Level (Test 1): 4.3
Clay Level (Test 2): 5.8
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5.9
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 71
Sand Equivalent (Test 3): 72
Sand Equivalent:72
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Test was verified on 02/11/2021