Summary for Test 2019-04-01-42-4

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 9999
DEA: 00000000
EFIS: 0000000000
COOP: 99999333399
MINOR: 333333
Permit Numbers: 555555 0400NRT0000
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Award DateNot set
Closeout DateNot set
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level1 (Verified on 04/05/2013)

Sample Information

Sample Taken Date04/01/2019 Sample Unique Key42
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing04/01/2019
Sample typeVerification A brief description of the sample1/2" Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byBarrett Last name of sampler or witnessed byFelder
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith Edmonston 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, name of Pit or Job Site)04-03447
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-01-42
DIME Test ID: 2019-04-01-42-4
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2019-12-02

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 07/01/2019
Clay Level (Test 1): 4.5
Sand Level (Test 1): 3.6
Clay Level (Test 2): 4.5
Sand Level (Test 2): 3.7
Clay Level (Test 3): 4.4
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 80
Sand Equivalent (Test 2): 83
Sand Equivalent (Test 3): 85
Sand Equivalent: 83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/2/2019