Test 2021-07-07-19-5 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 215534
DEA: 081K8404
DIST-CO-RTE-PM08-SBD-247-39.0/42.0&46.0/70.0
Work DescriptionRUBBERIZED HMA AND HIGH DENSITY POLYURETHANE MATERIAL INJECTION.
Location DescriptionSAN BERNARDINO COUNTY AT LUCERNE VALLEY FROM 0.5 MILE SOUTH OF CAMP ROCK ROAD TO 0.1 MILE SOUTH OF MIDWAY AVENUE AND FROM 1.1 MILES SOUTH OF HOLMES ROAD TO 1.2 MILES NORTH OF STODDARD VALLEY ROAD
Sample Information
Sample Taken Date7/7/2021 Sample Unique Key19
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 testing7/20/2021
Sample typeQuality Assurance A brief description of the sampleJMF 1/2" RHMA-G-SP 0.6% Evotherm
The quantity of what the sample constitutes4 Bags of Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byAlex Blue Diamond Materials Victorville Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0414G-21
The fabricator/manufacturer/facility nameBlue Diamond Materials-Victorville 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)91-36-0106, 91-36-0046
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number300191 A detailed description of where the material sample was collectedBelt Cut at Blue Diamond Victorville 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 HMA Design ID
Test Details
DIME Sample ID: 2021-07-07-19
DIME Test ID: 2021-07-07-19-5
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: 2021-07-26
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 07/22/2021
Clay Level (Test 1): 5
Sand Level (Test 1): 3.9
Clay Level (Test 2): 4.7
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 79
Sand Equivalent (Test 3): 77
Sand Equivalent:78
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/26/2021