Summary for Test 2020-08-14-25-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214802
DEA: 031G7004
EFIS: 0319000135
DIST-CO-RTE-PM03-SUT-99-28.0/30.6
Award Date05/18/2020
Closeout Date03/16/2021
Work DescriptionCOLD PLANE AC PAVEMENT, RHMA OVERLAY, & INDUCTIVE LOOP DETECTORS.
Location DescriptionSUTTER COUNTY IN AND NEAR YUBA CITY FROM 0.1 MILE NORTH OF SMITH ROAD TO ROUTE 20
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date08/14/2020 Sample Unique Key25
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 testing08/20/2020
Sample typeAcceptance A brief description of the sample1/2" cold feed RHMA-O
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byJohn Last name of sampler or witnessed byBamfield
Title of samplerTE Telephone number of sampler
Laboratory sample identification20-HMA-0166 Linked DIME Sample ID
The fabricator/manufacturer/facility nameDesilva Gates-Marysville Transportation Laboratory (TL) NumberC801769
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)not provided
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 collectedAuto Sampler at sources
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number1
Sublot number11 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-14-25
DIME Test ID: 2020-08-14-25-2
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2020-08-27

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jay Horton
Date of test: 08/26/2020
Clay Level (Test 1): 5.4
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5.3
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5.6
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 78
Sand Equivalent (Test 3): 75
Sand Equivalent: 77
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/27/2020