Summary for Test 2023-06-06-109-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993184
DEA: 040A7724
EFIS: 0420000288
COOP: 042763
DIST-CO-RTE-PM04-ALA-80-6.4/6.8
Award DateNot set
Closeout DateNot set
Work DescriptionExcavation, HMA, structural concrete, minor concrete and drainage.
Location DescriptionIN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date06/06/2023 Sample Unique Key109
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 testing06/06/2023
Sample typeQuality Assurance A brief description of the sample3/4-INCH RHMA-G
The quantity of what the sample constitutesLOT 1 SUBLOT 1 From where was the sample collectedJob Site
First name of sampler or witnessed byNick Last name of sampler or witnessed byHall
Title of sampler Telephone number of sampler7072999133
Laboratory sample identificationRICH_23_627 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Vallejo Batch 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)91-48-0002
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 collectedSample Pickup from Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number1 Aggregate Mix Number412100016LB0622

Test Details

DIME Sample ID: 2023-06-06-109
DIME Test ID: 2023-06-06-109-2
Testing Lab: CT D04 - Richmond 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: 2023-09-21

Test Results


How many times will the test be run?: Once
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 06/06/2023
Sand Equivalent: 75
General comments (publicly viewable) (Max 1000 characters): Clay Reading=5.2 Sand Reading=3.9 SE READING=75 PASSED

Test was verified on 9/21/2023