Summary for Test 2023-11-03-32-10

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 Date01/06/2025
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 Date11/03/2023 Sample Unique Key32
Date that the sample was received by the laboratory/organization performing the testing11/06/2023 Sample typeVerification
A brief description of the sample3/4" HMA-A-SP R24 1.0% LSM The quantity of what the sample constitutes2 bags of coldfeed, 2 bags of virgin agg., 1 bag each course and fine RAP
From where was the sample collectedManufacturer First name of sampler or witnessed byRigoberto
Last name of sampler or witnessed byArroyo QC Title of sampler
Telephone number of sampler Laboratory sample identification0568A-23
Linked DIME Sample ID The fabricator/manufacturer/facility nameEhrenberg Pit/ Holly Frontier/ Lhoist/ Project Roadway
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)CM203
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 collectedFisher Sand and Gravel - Tempe
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberCA125MA Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-11-03-32
DIME Test ID: 2023-11-03-32-10
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: 2024-02-02

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: David Padilla
Date of test: 11/07/2023
Clay Level (Test 1): 4.8
Sand Level (Test 1): 4.3
Clay Level (Test 2): 4.8
Sand Level (Test 2): 4.2
Clay Level (Test 3): 4.8
Sand Level (Test 3): 4.3
Sand Equivalent (Test 1): 90
Sand Equivalent (Test 2): 88
Sand Equivalent (Test 3): 90
Sand Equivalent: 90
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/2/2024 ✔