Summary for Test 2019-04-30-5-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 213306
DEA: 07303404
EFIS: 0714000006
DIST-CO-RTE-PM07-VEN-33-0.0/6.3
Award Date06/18/2018
Closeout Date05/10/2021
Work DescriptionCOLD PLANE AC PVMT, PLACE RUBBERIZED AC (TYPE G), AND REPLACE PCC PVMT
Location DescriptionVENTURA COUNTY IN AND NEAR VENTURA FROM ROUTE 33/101 SEPARATION TO 0.1 MILE SOUTH OF PARK VIEW DRIVE
QA Service Level1 (Verified on 12/09/2020)

Sample Information

Sample Taken Date04/30/2019 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing05/03/2019 Sample typeVerification
A brief description of the sample3/4 RHMA-G-SP The quantity of what the sample constitutesPSE 4 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byVulcan Materials
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification259G-19
Linked DIME Sample ID The fabricator/manufacturer/facility namePalmdale Quarry
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)91-19-0020::PALMDALE
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample226108 SAT - LTR
The plant numberUnknown A detailed description of where the material sample was collectedManufacturer
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: 2019-04-30-5
DIME Test ID: 2019-04-30-5-6
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: 2019-06-06

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Husni Ankir
Date of test: 05/04/2019
Clay Level (Test 1): 5.3
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.3
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.3
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 74
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 74
Sand Equivalent: 74
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/30/2019 ✔