Summary for Test 2022-05-20-54-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993594
DEA: 120S9104
EFIS: 1221000060
DIST-CO-RTE-PM12-ORA-57-11.0/22.2
Award Date04/07/2022
Closeout Date09/07/2023
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RHMA-G.
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF CHAPMAN AVENUE UNDERCROSSING TO 0.3 MILE SOUTH OF LOS ANGELES COUNTY LINE
QA Service Level1 (Verified on 03/21/2022)

Sample Information

Sample Taken Date05/20/2022 Sample Unique Key54
Date that the sample was received by the laboratory/organization performing the testing08/01/2022 Sample typeVerification
A brief description of the sampleJMF 1/2" RWHMA-G-SP 0.25% Evo The quantity of what the sample constitutes4 Bags Combined Aggregate
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 identification0512G-22
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
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0014, 91-33-0035
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number50R003ARSPWEO 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 Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-20-54
DIME Test ID: 2022-05-20-54-5
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: 2022-08-24

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: MD Tarafdar
Date of test: 08/04/2022
Clay Level (Test 1): 4.6
Sand Level (Test 1): 3.8
Clay Level (Test 2): 4.7
Sand Level (Test 2): 4.1
Clay Level (Test 3): 4.7
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 83
Sand Equivalent (Test 2): 88
Sand Equivalent (Test 3): 81
Sand Equivalent: 84
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/24/2022 ✔