Summary for Test 2025-03-10-18-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215401
DEA: 040Q3004
EFIS: 0418000069
COOP: 042776
DIST-CO-RTE-PM04-ALA-680-R10.6/R21.9
Award DateNot set
Closeout Date09/01/2022
Work DescriptionI-680 Southbound express lanes and rehabilitation
Location DescriptionI- 680 Southbound from State Route (SR) 84 to Alcosta Boulevard in Alameda County
QA Service Level2 (Verified on 01/25/2021)

Sample Information

Sample Taken Date03/10/2025 Sample Unique Key18
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 testing03/12/2025
Sample typeQuality Assurance A brief description of the sample3/4 HMA-SP Type A
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 sampler9259981102
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 Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number220304

Test Details

DIME Sample ID: 2025-03-10-18
DIME Test ID: 2025-03-10-18-2
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: 2025-03-14

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Dennis Yeung
Date of test: 03/12/2025
Clay reading: 4.9
Sand reading: 3.9
Sand Equivalent: 80
General comments (publicly viewable) (Max 1000 characters): Sample #2

Test was verified on 3/14/2025