Summary for Test 2023-04-25-41-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214640
DEA: 042J7204
EFIS: 0415000016
DIST-CO-RTE-PM04-CC-580-1.17
Award Date02/25/2021
Closeout Date12/01/2023
Work DescriptionSTEGE DRAIN SUPER-STRUCTURE, PRECAST VOIDED SLABS
Location DescriptionCONTRA COSTA COUNTY IN RICHMOND FROM 0.3 MILE EAST OF STEGE DRAIN BRIDGE TO 0.3 MILE WEST OF BAYVIEW AVENUE OVERCROSSING
QA Service Level1 (Verified on 01/27/2020)

Sample Information

Sample Taken Date04/25/2023 Sample Unique Key41
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 testing04/26/2023
Sample typeQuality Assurance A brief description of the sample1/2 HMA Type A
The quantity of what the sample constitutes4 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byBradley Last name of sampler or witnessed byFitch
Title of samplerQC Technician Telephone number of sampler7076747404
Laboratory sample identificationRich_23_122 Linked DIME Sample ID2023-04-25-28
The fabricator/manufacturer/facility nameVulcan Vallejo Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form1 Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-48-0002
The fabricator's/manufacturer's product name for the sample320914 The fabricator/manufacturer designation for the sampleBatch
The plant number A detailed description of where the material sample was collectedBins 1, 2, 3
Where the material sample would have been placed if not sampledRoadway Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number1
Sublot number3 Aggregate Mix Number320914

Test Details

DIME Sample ID: 2023-04-25-41
DIME Test ID: 2023-04-25-41-2
Testing Lab: CT D04 - Richmond 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: 2023-07-27

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Augusto Rios
Date of test: 04/26/2023
Clay reading: 6.5
Sand reading: 4.1
Sand Equivalent: 64
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/27/2023