Summary for Test 2020-05-13-10-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 210837
DEA: 080J0804
EFIS: 0800000283
COOP: 081625
DIST-CO-RTE-PM08-RIV-15-34.7/51.6
Award Date04/17/2017
Closeout DateNot set
Work Description(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location DescriptionRiverside County and SBD-15-0.0/1.3
QA Service Level1 (Verified on 05/08/2017)

Sample Information

Sample Taken Date05/13/2020 Sample Unique Key10
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 testing05/19/2020
Sample typeVerification A brief description of the sample3/4 RWMA-G-SP Aggregate
The quantity of what the sample constitutesJMF 4 Bags 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 identification0255G-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRJ Noble Company 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)91-33-0035, 91-33-0039
The fabricator's/manufacturer's product name for the sample3/4 RWMA-G-SP The fabricator/manufacturer designation for the sampleUnknown
The plant number49R003ARSPWEO 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 numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-13-10
DIME Test ID: 2020-05-13-10-6
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: 2020-06-02

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Husni Ankir
Date of test: 05/21/2020
Clay Level (Test 1): 6.1
Sand Level (Test 1): 4.2
Clay Level (Test 2): 5.8
Sand Level (Test 2): 3.9
Clay Level (Test 3): 6
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 69
Sand Equivalent (Test 2): 68
Sand Equivalent (Test 3): 67
Sand Equivalent: 68
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/2/2020