Summary for Test 2023-09-05-34-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 994620
DEA: 120T6304
EFIS: 1222000073
DIST-CO-RTE-PM12-ORA-39-3.2/5.8
Award Date06/12/2023
Closeout Date06/18/2024
Work DescriptionCOLD PLANE AC PVMT AND PLACE RHMA.
Location DescriptionORANGE COUNTY IN HUNTINGTON BEACH FROM ELLIS AVENUE/MAIN STREET TO STARK DRIVE
QA Service Level1 (Verified on 07/07/2023)

Sample Information

Sample Taken Date09/05/2023 Sample Unique Key34
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 testing09/08/2023
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R25 0.25% EVO
The quantity of what the sample constitutes4 Bags Of Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byRJ Noble Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0462A-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRJ Noble Orange 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) 91-33-0035
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 RJ Noble Orange Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number36R2503SPWEO Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-09-05-34
DIME Test ID: 2023-09-05-34-5
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: R .G.
Date of test: 09/11/2023
Clay Level (Test 1): 5.6
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.8
Sand Level (Test 2): 3.8
Clay Level (Test 3): 6.1
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 67
Sand Equivalent (Test 2): 66
Sand Equivalent (Test 3): 69
Sand Equivalent: 68
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/1/2023