Summary for Test 2020-08-08-2-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date08/08/2020 Sample Unique Key2
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 testing08/11/2020
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R15 0.50% LAS
The quantity of what the sample constitutes10 Bags Of Agg., 1 Bag Of Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byJay Last name of sampler or witnessed byOlsen
Title of sampler Telephone number of sampler
Laboratory sample identification0490A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials-Sun Valley 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)91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number220831 SVA LTR A detailed description of where the material sample was collectedBelt Cut at Vulcan Sun Valley 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: 2020-08-08-2
DIME Test ID: 2020-08-08-2-6
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): 5.5
Sand Level (Test 1): 4.5
Clay Level (Test 2): 5.4
Sand Level (Test 2): 4.3
Clay Level (Test 3): 5.3
Sand Level (Test 3): 4.4
Sand Equivalent (Test 1): 82
Sand Equivalent (Test 2): 80
Sand Equivalent (Test 3): 83
Sand Equivalent:82
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/28/2020