Summary for Test 2024-01-30-40-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 210687
DEA: 07316604
DIST-CO-RTE-PM07-LA-1-41.8/42.1, 41.8-42.1
Award Date12/31/1969
Closeout Date08/22/2018
Work DescriptionINSTALL RSP TO PREVENT HIGH SURF FROM DESTROYING ROADWAY SUPPORT SLOPE, TRAVEL WAY
Location DescriptionIN LA,IN MALIBU 1MILE N/O TOPANGE CNY RD
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date01/30/2024 Sample Unique Key40
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 testing01/31/2024
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes8 Bags Of Agg. VMC, 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byAvo Last name of sampler or witnessed byKarajian
Title of sampler Telephone number of sampler
Laboratory sample identification0105A-24 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan HMA-Palmdale 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)91-19-0020
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt Cut at Vulcan HMA- Palmdale
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number221534 PAL VLO Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-01-30-40
DIME Test ID: 2024-01-30-40-5
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: 2024-02-09

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: RG
Date of test: 02/05/2024
Clay Level (Test 1): 4.8
Sand Level (Test 1): 4.2
Clay Level (Test 2): 4.9
Sand Level (Test 2): 4.2
Clay Level (Test 3): 4.8
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 88
Sand Equivalent (Test 2): 86
Sand Equivalent (Test 3): 86
Sand Equivalent: 87
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/9/2024