Summary for Test 2020-02-19-4-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 212888
DEA: 07202124
EFIS: 0700020870
DIST-CO-RTE-PM07-LA-710-20.9/24.6
Award Date02/16/2018
Closeout Date05/04/2022
Work DescriptionPAVEMENT REHABILITATION AND BRIDGE WIDENING
Location DescriptionLOS ANGELES COUNTY IN AND NEAR BELL, VERNON, AND CITY OF COMMERCE, FROM 0.2 MILE SOUTH OF SLAUSON AVENUE OVERCROSSING TO 0.1 MILE NORTH OF THIRD STREET OVERCROSSING
QA Service Level1 (Verified on 03/29/2018)

Sample Information

Sample Taken Date02/19/2020 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing02/21/2020 Sample typeVerification
A brief description of the sample3/4 HMA-A-SP R15 The quantity of what the sample constitutesPSUE 7 Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byTony
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0142A-20
Linked DIME Sample ID The fabricator/manufacturer/facility nameAll American Corona
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)91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample3/4 HMA-A SP R15 The fabricator/manufacturer designation for the sample105793
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at All American Irvine 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: 2020-02-19-4
DIME Test ID: 2020-02-19-4-6
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: Satish Jain
Date of test: 02/22/2020
Clay Level (Test 1): 5.6
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.6
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.6
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 67
Sand Equivalent (Test 2): 68
Sand Equivalent (Test 3): 65
Sand Equivalent: 67
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/17/2020 ✔