Summary for Test 2019-04-10-16-7

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 213584
DEA: 074W2804
EFIS: 0718000113
DIST-CO-RTE-PM07-VEN-33-6.3/11.2
Award Date11/09/2018
Closeout Date06/05/2020
Work DescriptionAPPLY SLURRY SEAL COAT AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionVENTURA COUNTY NEAR VENTURA FROM 0.1 MILE SOUTH OF PARKVIEW DRIVE TO ROUTE 150
QA Service Level1 (Verified on 09/10/2018)

Sample Information

Sample Taken Date04/10/2019 Sample Unique Key16
Date that the sample was received by the laboratory/organization performing the testing04/15/2019 Sample typeVerification
A brief description of the sample3/4 HMA-A-SP The quantity of what the sample constitutesPSE 4 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byEzequiel
Last name of sampler or witnessed byOrtega Title of samplerGranit QC Technician
Telephone number of sampler Laboratory sample identification0227A-19
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite - Santa Paula
Transportation Laboratory (TL) Number913399 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0008::LITTLEROCK
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP The fabricator/manufacturer designation for the sample2126
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at 100 Tons
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: 2019-04-10-16
DIME Test ID: 2019-04-10-16-7
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: 2019-04-30

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Danilo Ferrer
Date of test: 04/16/2019
Clay Level (Test 1): 4.2
Sand Level (Test 1): 3.5
Clay Level (Test 2): 4.4
Sand Level (Test 2): 3.7
Clay Level (Test 3): 4.5
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 84
Sand Equivalent (Test 2): 85
Sand Equivalent (Test 3): 80
Sand Equivalent: 83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/23/2019 ✔