Summary for Test 2024-07-02-7-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1000114
DEA: 060W8204
EFIS: 0617000304
DIST-CO-RTE-PM06-KIN-41-28.4/R40.1
Award Date05/22/2024
Closeout DateNot set
Work DescriptionCOLD PLANE WITH HOT MIX ASPHALT (TYPE A) AND RHMA-G.
Location DescriptionKINGS COUNTY AT AND NEAR STRATFORD FROM NEVADA AVENUE TO ROUTE 41/198 SEPARATION
QA Service Level1 (Verified on 02/26/2024)

Sample Information

Sample Taken Date07/02/2024 Sample Unique Key7
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 testing07/03/2024
Sample typeQuality Assurance A brief description of the sample3/4 HMA Aggregate
The quantity of what the sample constitutes0-750 Tons Produced From where was the sample collectedManufacturer
First name of sampler or witnessed byNoah Last name of sampler or witnessed byHunt
Title of samplerSenior Materials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Coalinga HMA Plant 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)Granite Coalinga
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 collectedAutomatic Sampling Device @ 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 number3 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-07-02-7
DIME Test ID: 2024-07-02-7-2
Testing Lab: CT D06 - Millbrook 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: 2024-07-03

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 07/03/2024
Clay reading: 5.9
Sand reading: 4.4
Sand Equivalent: 75
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/3/2024