Summary for Test 2021-09-08-9-6

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 215687
DEA: 074W6104
EFIS: 0719000104
DIST-CO-RTE-PM07-LA-18-0.0/4.5
Award Date05/26/2021
Closeout DateNot set
Work DescriptionPLACE RUBBERIZED HMA (GAP GRADED).
Location DescriptionLOS ANGELES COUNTY NEAR LLANO FROM SAN BERNARDINO COUNTY LINE TO JUNCTION ROUTE 138
QA Service Level1 (Verified on 07/01/2021)

Sample Information

Sample Taken Date09/08/2021 Sample Unique Key9
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 testing09/10/2021
Sample typeVerification A brief description of the samplePSUE 3/4" WMA-A-SP R25 0.3% Evo
The quantity of what the sample constitutes4 Bags of Combined Aggregate, 1 Bag of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byGranite Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0523A-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction - Big Rock 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)91-19-0046
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP R25 The fabricator/manufacturer designation for the sample
The plant number1639 A detailed description of where the material sample was collectedBelt Cut at Granite Bigrock
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number1 JMF Verification ID

Test Details

DIME Sample ID: 2021-09-08-9
DIME Test ID: 2021-09-08-9-6
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: 2021-09-22

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 09/15/2021
Bulk dry specific gravity: 2.679
Average uncompacted voids:48.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/22/2021