Summary for Test 2024-05-23-68-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 994147
DEA: 120R4104
EFIS: 1218000090
DIST-CO-RTE-PM12-ORA-1-17.4/21.5
Award Date09/27/2022
Closeout DateNot set
Work DescriptionCOLD PLANE AC AND PLACE RHMA-G.
Location DescriptionORANGE COUNTY IN NEWPORT BEACH FROM JAMBOREE ROAD TO SANTA ANA RIVER BRIDGE
QA Service Level1 (Verified on 06/28/2023)

Sample Information

Sample Taken Date05/23/2024 Sample Unique Key68
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 testing06/06/2024
Sample typeVerification A brief description of the sampleJMF-RHMA-G-SP 0.25% EVO
The quantity of what the sample constitutes4 Bags of comb. Agg, 1 Bag each of Scrap & Hi-Nat From where was the sample collectedManufacturer
First name of sampler or witnessed byR J Noble Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0280G-24 Linked DIME Sample ID
The fabricator/manufacturer/facility nameR J Noble Orange 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)91-33-0014, 91-33-0027
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 R J Noble- Orange
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number49R003ARSPWEO Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-05-23-68
DIME Test ID: 2024-05-23-68-5
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: 2024-07-10

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Robert Guillen
Date of test: 06/17/2024
Clay Level (Test 1): 4.9
Sand Level (Test 1): 3.9
Clay Level (Test 2): 4.8
Sand Level (Test 2): 3.9
Clay Level (Test 3): 4.6
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 80
Sand Equivalent (Test 2): 82
Sand Equivalent (Test 3): 87
Sand Equivalent: 83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/10/2024