Test 2019-08-03-2-8 (AASHTO T304-11) Summary

Project Information
Project IdentifiersProject ID: 213647
DEA: 080N9724
EFIS: 0815000102
DIST-CO-RTE-PM08-SBD-395-35.5/39.1
Work DescriptionCONSTRUCT MEDIAN AND WIDENING SHOULDER
Location DescriptionSAN BERNARDINO COUNTY NEAR ADELANTO FROM 1.3 MILES SOUTH TO 2.3 MILES NORTH OF KRAMER ROAD
Sample Information
Sample Taken Date8/3/2019 Sample Unique Key2
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 testing8/5/2019
Sample typeVerification A brief description of the sample1/2 RHMA-G-SP
The quantity of what the sample constitutesPSE 11 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byLarry Last name of sampler or witnessed byAllan
Title of sampler Laboratory sample identification0463G-19
The fabricator/manufacturer/facility nameOro Grande, White Mountain, 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)Oro Grande, White Mountain
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample300191-LSM
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Blue Diamond Victorville Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-08-03-2
DIME Test ID: 2019-08-03-2-8
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: 2019-08-22
Test Results

What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 08/08/2019
Bulk dry specific gravity: 2.589
Average uncompacted voids:43.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/22/2019