Test 2020-08-14-3-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 214774
DEA: 081F1324
EFIS: 0815000212
DIST-CO-RTE-PM08-SBD-95-64.5/80.5
Work DescriptionPLACE RHMA-G, COLD PLANE AC AND REPLACE AC SURFACING.
Location DescriptionSAN BERNARDINO COUNTY ON ROUTE 95 FROM 0.5 MILE NORTH OF GOFFS ROAD TO NEVADA STATE LINE.
Sample Information
Sample Taken Date8/14/2020 Sample Unique Key3
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 testing8/17/2020
Sample typeVerification A brief description of the sampleJMF 1/2" RWMA-G-SP
The quantity of what the sample constitutes16 Bags of Virgin Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Bullhead City Arizona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0502G-20
The fabricator/manufacturer/facility nameVulcan Bullhead City Arizona 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)CM2056
The fabricator's/manufacturer's product name for the sample1/2 RWMA-G-SP The fabricator/manufacturer designation for the sample
The plant number387111B A detailed description of where the material sample was collectedBelt Cut at Vulcan Bullead City Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2020-08-14-3
DIME Test ID: 2020-08-14-3-6
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: 2020-08-28
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 08/20/2020
Clay Level (Test 1): 5.6
Sand Level (Test 1): 4
Clay Level (Test 2): 5.4
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.4
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 69
Sand Equivalent (Test 3): 69
Sand Equivalent:70
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/28/2020