Summary for Test 2022-01-10-11-6

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 215349
DEA: 081C0824
EFIS: 0816000087
DIST-CO-RTE-PM08-RIV-10-R104.9/R134.2
Award Date03/24/2021
Closeout DateNot set
Work DescriptionPLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location DescriptionRIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
QA Service Level1 (Verified on 03/01/2021)

Sample Information

Sample Taken Date01/10/2022 Sample Unique Key11
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 testing01/13/2022
Sample typeVerification A brief description of the samplePSU/JMF 3/4" HMA-A-SP R25 1.0% Lime
The quantity of what the sample constitutes7 Bags Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byFisher Ehrenberg Last name of sampler or witnessed byQA
Title of sampler Telephone number of sampler
Laboratory sample identification0101A-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFisher Sand and Gravel-Tempe 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)CM203
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant numberAZ125 A detailed description of where the material sample was collectedBelt Cut at Fisher Sand and Gravel
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-01-10-11
DIME Test ID: 2022-01-10-11-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2022-01-18

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 01/16/2022
Bulk dry specific gravity: 2.619
Average uncompacted voids: 44.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/18/2022