Summary for Test 2021-08-16-29-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215446
DEA: 120S4504
EFIS: 1220000070
DIST-CO-RTE-PM12-ORA-39-8.5/11.7
Award Date03/02/2021
Closeout Date03/01/2022
Work DescriptionCOLD PLANE AC PVMT AND PLACE RHMA
Location DescriptionORANGE COUNTY IN WESTMINSTER AND STANTON FROM ROUTE 22/39 SEPARATION TO STARR STREET
QA Service Level1 (Verified on 02/22/2021)

Sample Information

Sample Taken Date08/16/2021 Sample Unique Key29
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 testing08/24/2021
Sample typeVerification A brief description of the samplePSUE 1/2" RWHMA-G-SP, 0.25% Evotherm
The quantity of what the sample constitutes2 Bags of Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byRJ Noble Orange Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0495G-21 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

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-33-0035, 91-33-0039
The fabricator's/manufacturer's product name for the sample1/2 RWMA-G-SP The fabricator/manufacturer designation for the sample
The plant number50R003ARSPWEO 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 Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID

Test Details

DIME Sample ID: 2021-08-16-29
DIME Test ID: 2021-08-16-29-5
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: 2021-09-03

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 08/27/2021
Clay Level (Test 1): 4.9
Sand Level (Test 1): 3.6
Clay Level (Test 2): 5.2
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.8
Sand Level (Test 3): 3.4
Sand Equivalent (Test 1): 74
Sand Equivalent (Test 2): 74
Sand Equivalent (Test 3): 71
Sand Equivalent:73
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/3/2021