Test 2021-10-15-24-6 (AASHTO T304-11) Summary

Project Information
Project IdentifiersProject ID: 215188
DEA: 080F5434
EFIS: 0817000239
DIST-CO-RTE-PM08-RIV-I-15,SR-91-6.1-7.6
Work DescriptionI-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location DescriptionJunction of I-15 and SR-91 in Corona, CA
Sample Information
Sample Taken Date10/15/2021 Sample Unique Key24
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 testing10/22/2021
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R15, 0.5% LAS
The quantity of what the sample constitutes4 Bags of Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byRJ Noble Corona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0600A-21
The fabricator/manufacturer/facility nameRJ Noble Corona 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 or name of Pit)91-33-0014, 91-33-0039
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant numberCHP 68E A detailed description of where the material sample was collectedBelt Cut at Matich Cabazon Plant
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 JMF Verification ID
Test Details
DIME Sample ID: 2021-10-15-24
DIME Test ID: 2021-10-15-24-6
Testing Lab: CT - 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: 2021-10-27
Test Results

What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Michael Magana
Date of test: 10/26/2021
Bulk dry specific gravity: 2.545
Average uncompacted voids:46.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/27/2021