Summary for Test 2021-06-28-21-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date06/28/2021 Sample Unique Key21
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 testing06/30/2021
Sample typeQuality Assurance A brief description of the samplePSUE 3/4" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes3 Bags Combined Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byOluoha
Title of sampler Telephone number of sampler
Laboratory sample identification0395A-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Irwindale 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 sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number224112A IRW SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Irwindale 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 HMA Design ID

Test Details

DIME Sample ID: 2021-06-28-21
DIME Test ID: 2021-06-28-21-5
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: 2021-07-09

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 07/06/2021
Clay Level (Test 1): 5.7
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.7
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.9
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 65
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 63
Sand Equivalent:65
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/9/2021