Test 2021-03-08-8-8 (AASHTO T304-11) Summary

Project Information
Project IdentifiersProject ID: 214586
DEA: 081H7704
EFIS: 0817000132
DIST-CO-RTE-PM08-SBD-215-4.5/5.8
Work DescriptionINSTALL SIGN STRUCTURE, HMA, MODIFY RAMP METERING AND RETAINING WALL.
Location DescriptionSAN BENARDINO COUNTY IN SAN BERNARDINO FROM 0.5 MILE SOUTH OR ORANGE SHOW ROAD/AUTO PLAZA DRIVE OVERCROSSING TO 0.2 MILE NORTH OF INLAND CENTER DRIVE OVERCROSSING
Sample Information
Sample Taken Date3/8/2021 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 testing3/9/2021
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R15, 0.5% LAS
The quantity of what the sample constitutes2 Bags of Coldfeed, 2 Bags of RAP 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 identification0156A-21
The fabricator/manufacturer/facility nameRJ Noble Company 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 number36R1504SPWC A detailed description of where the material sample was collectedBelt Cut at RJ Noble Corona 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: 2021-03-08-8
DIME Test ID: 2021-03-08-8-8
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: 2021-03-12
Test Results

What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Michael Magana
Date of test: 03/11/2021
Bulk dry specific gravity: 2.576
Average uncompacted voids:47.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/12/2021