Summary for Test 2023-04-28-37-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215677
DEA: 044G0804
EFIS: 0412000332
COOP: 042676
DIST-CO-RTE-PM04-SOL-80-R10.4/30.2
Award Date01/18/2022
Closeout DateNot set
Work DescriptionHighway widening, overhead signs, and electronic toll system.
Location DescriptionIn Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date04/28/2023 Sample Unique Key37
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 testing05/01/2023
Sample typeQuality Assurance A brief description of the sample3/4 RHMA-G
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 identificationCon_23_360 Linked DIME Sample ID2023-04-28-35
The fabricator/manufacturer/facility nameVulcan Vallejo Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form4 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 RHMA-G The fabricator/manufacturer designation for the sampleBatch
The plant number A detailed description of where the material sample was collectedBins 1, 2, 3, and 4
Where the material sample would have been placed if not sampledRoadway Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number4
Sublot number6 Aggregate Mix Number412100016 LB 0622

Test Details

DIME Sample ID: 2023-04-28-37
DIME Test ID: 2023-04-28-37-2
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: 2023-05-03

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Augusto Rios
Date of test: 05/01/2023
Clay reading: 4.5
Sand reading: 3.9
Sand Equivalent: 87
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/3/2023