Summary for Test 2023-05-17-60-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215396
DEA: 042K8404
EFIS: 0417000031
DIST-CO-RTE-PM04-SOL-29,80-0.0,0.8/1.6
Award Date03/26/2021
Closeout Date02/16/2024
Work DescriptionHMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR.
Location DescriptionSOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING
QA Service Level1 (Verified on 01/25/2021)

Sample Information

Sample Taken Date05/17/2023 Sample Unique Key60
Date that the sample was received by the laboratory/organization performing the testing05/19/2023 Sample typeQuality Assurance
A brief description of the sample3/4 HMA Type A The quantity of what the sample constitutes2 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 identificationCon_23_496
Linked DIME Sample ID2023-05-17-54 The fabricator/manufacturer/facility nameVulcan Vallejo
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)91-48-0002
The fabricator's/manufacturer's product name for the sample3/4 HMA Type A The fabricator/manufacturer designation for the sampleDrum
The plant number A detailed description of where the material sample was collectedcoldfeed
Where the material sample would have been placed if not sampledRoadway Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number411101510LD

Test Details

DIME Sample ID: 2023-05-17-60
DIME Test ID: 2023-05-17-60-2
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: 2023-05-25

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Augusto Rios
Date of test: 05/22/2023
Clay reading: 5.3
Sand reading: 3.6
Sand Equivalent: 68
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/25/2023 ✔