Summary for Test 2021-05-14-11-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215300
DEA: 074U0404
EFIS: 0717000238
DIST-CO-RTE-PM07-LA-101-31.1/35.1
Award Date12/22/2020
Closeout Date11/03/2021
Work DescriptionREPLACE ASPHALT CONCRETE DIKES AND COLD PLANE AND OVERLAY (SHOULDER).
Location DescriptionLOS ANGELES COUNTY IN CALABASAS AND AGOURA HILLS FROM LAS VIRGENES ROAD OVERCROSSING TO KANAN ROAD OVERCROSSING
QA Service Level1 (Verified on 03/16/2021)

Sample Information

Sample Taken Date05/14/2021 Sample Unique Key11
Date that the sample was received by the laboratory/organization performing the testing05/19/2021 Sample typeVerification
A brief description of the samplePSUE 1/2" RHMA-G-SP 0.5% LAS The quantity of what the sample constitutes6 Bags Of Aggregate
From where was the sample collectedManufacturer First name of sampler or witnessed byThomas
Last name of sampler or witnessed byShivers Title of sampler
Telephone number of sampler Laboratory sample identification0288G-21
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Materials Sun Valley 3
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number326120 SVA3 SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Sun Valley 3
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-05-14-11
DIME Test ID: 2021-05-14-11-6
Testing Lab: CT D08 - Fontana 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: 2021-05-26

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 05/24/2021
Clay Level (Test 1): 5
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 74
Sand Equivalent (Test 2): 74
Sand Equivalent (Test 3): 76
Sand Equivalent: 75
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/26/2021 ✔