Summary for Test 2024-09-24-68-2

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 Date09/24/2024 Sample Unique Key68
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 testing09/25/2024
Sample typeQuality Assurance A brief description of the sample1/2"RHMA Type G
The quantity of what the sample constitutes750 Tons From where was the sample collectedSource
First name of sampler or witnessed byRobert Last name of sampler or witnessed byLohman
Title of sampler Telephone number of sampler 9259981102
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Pleasanton 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)91-01-0010
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 collectedPlant Sampler
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number326122

Test Details

DIME Sample ID: 2024-09-24-68
DIME Test ID: 2024-09-24-68-2
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: 2024-09-27

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Robert Lohman
Date of test: 09/25/2024
Clay reading: 6.2
Sand reading: 3.9
Sand Equivalent: 63
General comments (publicly viewable) (Max 1000 characters): Sample #2

Test was verified on 9/27/2024