Summary for Test 2023-09-11-31-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 994621
DEA: 120T6404
EFIS: 1222000074
DIST-CO-RTE-PM12-ORA-72-11.4/12.0
Award Date04/13/2023
Closeout DateNot set
Work DescriptionPLACE RHMA-G AND MODIFY SIGNAL AND LIGHTING SYSTEM.
Location DescriptionORANGE COUNTY IN LA HABRA FROM JUNCTION 39 AT WHITTIER-BEACH TO VALLEY HOME AVENUE
QA Service Level1 (Verified on 07/07/2023)

Sample Information

Sample Taken Date09/11/2023 Sample Unique Key31
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 testing09/14/2023
Sample typeVerification A brief description of the samplePSUE 1/2" RHMA-G-SP 0.5% LAS
The quantity of what the sample constitutes4 Bags Of Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byCuong Last name of sampler or witnessed byPham
Title of sampler Telephone number of sampler
Laboratory sample identification0472G-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 Bid ItemNot set

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 Size1/2 inch
The concrete mix design number326120M IRW LTR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-09-11-31
DIME Test ID: 2023-09-11-31-5
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: 2023-11-01

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Amir Behjati
Date of test: 09/23/2023
Clay Level (Test 1): 5.5
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.5
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.2
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 68
Sand Equivalent (Test 2): 68
Sand Equivalent (Test 3): 70
Sand Equivalent: 69
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/1/2023