Test 2020-07-20-11-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 214695
DEA: 120R8604
EFIS: 1219000048
DIST-CO-RTE-PM12-ORA-5-28.3/31.8
Work DescriptionCOLD PLANE AC PVMT AND PLACE RHMA.
Location DescriptionORANGE COUNTY IN TUSTIN AND SANTA ANA FROM TUSTIN RANCH ROAD UNDERCROSSING TO GRAND AVENUE UNDERCROSSING
Sample Information
Sample Taken Date7/20/2020 Sample Unique Key11
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 testing7/28/2020
Sample typeVerification A brief description of the samplePSUE 1/2" RWMA-G-SP 0.25% Evo
The quantity of what the sample constitutes3 Bags Coldfeed aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byVictor Last name of sampler or witnessed byPham
Title of sampler Laboratory sample identification0464G-20
The fabricator/manufacturer/facility nameR J Noble Orange 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)91-33-0014/ 91-33-0035
The fabricator's/manufacturer's product name for the sample1/2 RWMA-G-SP The fabricator/manufacturer designation for the sample
The plant number50R003ARSPWEO A detailed description of where the material sample was collectedBelt Cut at RJ Noble Orange 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: 2020-07-20-11
DIME Test ID: 2020-07-20-11-6
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: 2020-08-03
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 07/31/2020
Clay Level (Test 1): 5.8
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.5
Sand Level (Test 2): 3.6
Clay Level (Test 3): 5.7
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 66
Sand Equivalent (Test 2): 66
Sand Equivalent (Test 3): 65
Sand Equivalent:66
General comments (publicly viewable) (Max 250 characters):

Test was verified on 08/03/2020