Summary for Test 2026-05-11-54-1

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1001683
DEA: 040AA194
EFIS: 0419000450
DIST-CO-RTE-PM04-CC-4-R29.0/R44.4
Award Date01/09/2026
Closeout DateNot set
Work DescriptionCOLD PLANE AC PVMT, RHMA-G & HMA OVERLAY, REPLACE AC SURF, & MGS.
Location DescriptionCONTRA COSTA COUNTY IN ANTIOCH AND AT BYRON FROM HILLCREST AVENUE OVERCROSSING TO BYRON HIGHWAY
QA Service Level1 (Verified on 10/06/2025)

Sample Information

Sample Taken Date05/11/2026 Sample Unique Key54
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 testing05/18/2026
Sample typeQuality Assurance A brief description of the sample3/4" WMA-RAP25%
The quantity of what the sample constitutes1 bag coldfeed From where was the sample collectedManufacturer
First name of sampler or witnessed byJavier Last name of sampler or witnessed byMacias
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Vernalis 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)Granite Vernalis
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 collectedConveyer Belt-HMA Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number4 Aggregate Mix Number

Test Details

DIME Sample ID: 2026-05-11-54
DIME Test ID: 2026-05-11-54-1
Testing Lab: CT D04 - Concord Field 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: 2026-05-29

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Henry Concepcion
Date of test: 05/18/2026
Clay Level (Test 1): 6
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.8
Sand Level (Test 2): 3.7
Clay Level (Test 3): 6.2
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 64
Sand Equivalent (Test 2): 64
Sand Equivalent (Test 3): 59
Sand Equivalent: 63
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/29/2026