Test 2020-07-30-9-8 (AASHTO T304-11) Summary

Project Information
Project IdentifiersProject ID: 213477
DEA: 080H4704
EFIS: 0812000074
DIST-CO-RTE-PM08-SBD-2-2.44
Work DescriptionWIDEN BRIDGE TO ACCOMMODATE STANDARD SHOULDERS
Location DescriptionAT WRIGHTWOOD AT SHEEP CREEK BRIDGE
Sample Information
Sample Taken Date7/30/2020 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 testing7/31/2020
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R12 0.75% LAS
The quantity of what the sample constitutes4 Bags Combined Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byBob Julius Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0471A-20
The fabricator/manufacturer/facility nameMatich-Lytle Creek 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)91-36-0040
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant numberLHP 62D A detailed description of where the material sample was collectedBelt Cut at Matich Lytle Creek 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: 2020-07-30-9
DIME Test ID: 2020-07-30-9-8
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: 2020-08-04
Test Results

What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 08/01/2020
Bulk dry specific gravity: 2.656
Average uncompacted voids:47.3 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 08/04/2020