Summary for Test 2023-09-17-3-5

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 Date09/17/2023 Sample Unique Key3
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 testing09/21/2023
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes3 Bags of Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0483A-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials-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, name of Pit or Job Site)91-19-0035
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 Materials-Irwindale
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number224112A IRW SJR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-09-17-3
DIME Test ID: 2023-09-17-3-5
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: 2023-11-15

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: R. B
Date of test: 09/29/2023
Clay Level (Test 1): 5.9
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5.9
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5.9
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 70
Sand Equivalent (Test 2): 70
Sand Equivalent (Test 3): 72
Sand Equivalent: 71
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/15/2023