Summary for Test 2019-06-07-12-6

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 213693
DEA: 080A0204
EFIS: 0800000011
COOP: 081617
DIST-CO-RTE-PM08---
Award DateNot set
Closeout Date08/17/2021
Work DescriptionNot set
Location DescriptionNot set
QA Service Level2 (Verified on 07/29/2021)

Sample Information

Sample Taken Date06/07/2019 Sample Unique Key12
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing06/27/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesJMF 8 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byRobert Last name of sampler or witnessed bySchwartz
Title of sampler Telephone number of sampler
Laboratory sample identification0385A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt Corona Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)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 sample105927
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at 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 JMF Verification ID

Test Details

DIME Sample ID: 2019-06-07-12
DIME Test ID: 2019-06-07-12-6
Testing Lab: CT - 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: 2019-08-22

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 07/03/2019
Clay Level (Test 1): 4.7
Sand Level (Test 1): 3.7
Clay Level (Test 2): 4.6
Sand Level (Test 2): 3.7
Clay Level (Test 3): 4.7
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 79
Sand Equivalent (Test 2): 81
Sand Equivalent (Test 3): 79
Sand Equivalent:80
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/22/2019