Summary for Test 2022-03-21-12-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215349
DEA: 081C0824
EFIS: 0816000087
DIST-CO-RTE-PM08-RIV-10-R104.9/R134.2
Award Date03/24/2021
Closeout DateNot set
Work DescriptionPLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location DescriptionRIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
QA Service Level1 (Verified on 03/01/2021)

Sample Information

Sample Taken Date03/21/2022 Sample Unique Key12
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 testing03/23/2022
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP- R24 1.0% Lime
The quantity of what the sample constitutes6 Bags Bin Agg., 2 Bags Combined Agg., 4 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byRMA Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0182A-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFisher Sand and Gravel-Tempe 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)CM203
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant numberCA125 A detailed description of where the material sample was collectedBelt Cut at Fisher Sand and Gravel
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-03-21-12
DIME Test ID: 2022-03-21-12-5
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: 2022-04-21

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 03/25/2022
Clay Level (Test 1): 4.7
Sand Level (Test 1): 4
Clay Level (Test 2): 4.7
Sand Level (Test 2): 4.1
Clay Level (Test 3): 4.9
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 86
Sand Equivalent (Test 2): 88
Sand Equivalent (Test 3): 84
Sand Equivalent: 86
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/21/2022