Summary for Test 2024-08-26-108-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993776
DEA: 040J3004
EFIS: 0413000433
DIST-CO-RTE-PM04-SON-1-26.7/27.1
Award Date07/08/2022
Closeout DateNot set
Work DescriptionCONSTRUCTING RETAINING WALL AND CONFINEMENT SYSTEM TO RESTORE SLIPOUT.
Location DescriptionSONOMA COUNTY NEAR JENNER FROM 0.3 MILE TO 0.7 MILE NORTH OF MEYERS GRADE ROAD
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date08/26/2024 Sample Unique Key108
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 testing08/27/2024
Sample typeQuality Assurance A brief description of the sample1/2 RHMA-G
The quantity of what the sample constitutes4 bags per bin From where was the sample collectedManufacturer
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byValdez
Title of sampler Telephone number of sampler
Laboratory sample identificationPET-24-368 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBODEAN 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)91-49-0032
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 collectedHot Bins
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 number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-08-26-108
DIME Test ID: 2024-08-26-108-2
Testing Lab: CT D04 - Petaluma 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: 2024-10-18

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 08/27/2024
Clay reading: 6.3
Sand reading: 3.6
Sand Equivalent: 58
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/18/2024