Summary for Test 2020-01-22-16-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214140
DEA: 081J1104
EFIS: 0817000211
DIST-CO-RTE-PM08-RIV-10,79,86-Var
Award Date06/14/2019
Closeout Date06/23/2021
Work DescriptionREMOVE, PREPARE AND FURNISH POLYESTER CONCRETE OVERLAY.
Location DescriptionRIVERSIDE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date01/22/2020 Sample Unique Key16
Date that the sample was received by the laboratory/organization performing the testing01/24/2020 Sample typeVerification
A brief description of the sample3/4 HMA-A-SP R15 The quantity of what the sample constitutesJMF 16 Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byCalifornia Commercial Asphalt Coachella
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0114A-20
Linked DIME Sample ID The fabricator/manufacturer/facility nameCalifornia Commercial Asphalt - Coachella
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)91-33-0084::INDIO MINE
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample43417333
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at California Commercial Asphalt Coachella Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-01-22-16
DIME Test ID: 2020-01-22-16-6
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: 2020-03-17

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Michael Magana
Date of test: 01/31/2020
Clay Level (Test 1): 5.7
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.8
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5.7
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 69
Sand Equivalent (Test 2): 71
Sand Equivalent (Test 3): 69
Sand Equivalent: 70
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/17/2020 ✔