Summary for Test 2024-04-18-80-1

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 994226
DEA: 042K7004
EFIS: 0417000010
COOP: 042895
DIST-CO-RTE-PM04-ALA-880-R0.0/11.8
Award Date07/13/2023
Closeout DateNot set
Work DescriptionCold plane pavement and overlay with RHMA-G/RHMA-O (CAPITAL PREVENTIVE MAINTENANCE)
Location DescriptionALAMEDA COUNTY IN FREMONT AND NEWARK FROM SANTA CLARA COUNTY LINE TO 0.4 MILE NORTH OF FREMONT BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 09/13/2022)

Sample Information

Sample Taken Date04/18/2024 Sample Unique Key80
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 testing04/17/2024
Sample typeQuality Assurance A brief description of the sample1/2 RHMA-G
The quantity of what the sample constitutes0-750Tons From where was the sample collectedSupplier
First name of sampler or witnessed byHolie Last name of sampler or witnessed bySada
Title of samplerPlant QC Tech Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Co - Pleasanton 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)91-01-0010
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 numberD04-JMF-22-041 Lot number1
Sublot number7 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-04-18-80
DIME Test ID: 2024-04-18-80-1
Testing Lab: CT D04 - Hayward 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: 2024-05-22

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Luis Magana
Date of test: 04/19/2024
Clay reading: 8.3
Sand reading: 4.3
Sand Equivalent: 52
General comments (publicly viewable) (Max 1000 characters): Lot 1 Sublot 7

Test was verified on 5/22/2024