Summary for Test 2023-08-30-18-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 994633
DEA: 120T6604
EFIS: 1222000076
DIST-CO-RTE-PM12-ORA-74-0.0/5.3
Award Date03/22/2023
Closeout Date07/01/2024
Work DescriptionCold plane AC pavement and place RHMA
Location DescriptionOrange County in and near San Juan Capistrano from Route 5/74 Separation to Gibby Road.
QA Service Level1 (Verified on 07/07/2023)

Sample Information

Sample Taken Date08/30/2023 Sample Unique Key18
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 testing08/31/2023
Sample typeVerification A brief description of the sampleJMF 3/4" 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 byHector Last name of sampler or witnessed byReyes
Title of sampler Telephone number of sampler
Laboratory sample identification0449G-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMM-Lake Elsinore 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)91-33-0098
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 MM-Lake Elsinore
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number5348180 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-30-18
DIME Test ID: 2023-08-30-18-5
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: 2023-10-26

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Dadid Padilla
Date of test: 09/05/2023
Clay Level (Test 1): 5.4
Sand Level (Test 1): 3.6
Clay Level (Test 2): 5.8
Sand Level (Test 2): 4
Clay Level (Test 3): 5.3
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 67
Sand Equivalent (Test 2): 69
Sand Equivalent (Test 3): 68
Sand Equivalent: 68
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/26/2023