Test 2019-07-09-7-8 (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 Date7/9/2019 Sample Unique Key7
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 testing7/10/2019
Sample typeVerification A brief description of the sample1/2 HMA-A-SP R15
The quantity of what the sample constitutesPSE 14 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byA S Last name of sampler or witnessed bySAMANO MAQUIBAN
Title of sampler Laboratory sample identification0410A-19
The fabricator/manufacturer/facility nameAgcon Inc Oro Grande, Cemex 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)91-36-0046, 91-36-0106
The fabricator's/manufacturer's product name for the sample1/2 HMA-A-SP R15 The fabricator/manufacturer designation for the sample300215
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at 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: 2019-07-09-7
DIME Test ID: 2019-07-09-7-8
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: 07/12/2019
Bulk dry specific gravity: 2.587
Average uncompacted voids:43.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/22/2019