Summary for Test 2022-02-07-8-6

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
Award Date11/26/2019
Closeout Date11/01/2023
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
Location DescriptionROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
QA Service Level1 (Verified on 01/09/2020)

Sample Information

Sample Taken Date02/07/2022 Sample Unique Key8
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 testing02/08/2022
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R24 0.5% LAS
The quantity of what the sample constitutes8 Bags Combined Agg., 3 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byCCA Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0121A-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCCA Lake Elsinore 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)91-33-0011, 91-33-0098
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number53417615 A detailed description of where the material sample was collectedBelt Cut At CCA-Lake Elsinore
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: 2022-02-07-8
DIME Test ID: 2022-02-07-8-6
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: 2022-02-15

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 02/11/2022
Bulk dry specific gravity: 2.526
Average uncompacted voids: 47.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/15/2022