Summary for Test 2023-02-18-4-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215003
DEA: 040J6204
EFIS: 0414000019
DIST-CO-RTE-PM04-ALA-680-12.4/21.9
Award Date04/12/2022
Closeout DateNot set
Work DescriptionREHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES
Location DescriptionALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE
QA Service Level1 (Verified on 10/19/2020)

Sample Information

Sample Taken Date02/18/2023 Sample Unique Key4
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 testing02/18/2023
Sample typeQuality Assurance A brief description of the sample3/4-inch Virgin Aggregate
The quantity of what the sample constitutes1,400 Tons From where was the sample collectedSource
First name of sampler or witnessed byDennis Last name of sampler or witnessed byYeung
Title of samplerTransportation Engineer Range D Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartin Mariatta Sunol 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)91-01-0011
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 collectedMartin Marietta Sunol Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number2
Sublot number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-02-18-4
DIME Test ID: 2023-02-18-4-2
Testing Lab: CT D04 - Pleasanton 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: 2023-02-27

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Zach Thomas
Date of test: 02/20/2023
Clay reading: 11.6
Sand reading: 4.9
Sand Equivalent: 43
General comments (publicly viewable) (Max 1000 characters): Sample #2: Lot 2 Sublot 1

Test was verified on 2/27/2023