Summary for Test 2020-07-16-6-8

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 213741
DEA: 07325704
EFIS: 0716000089
DIST-CO-RTE-PM07-LA-5-1.7
Award DateNot set
Closeout DateNot set
Work DescriptionBUILDING CONSTRUCTION IN LOS ANGELES COUNTY IN SANTA FE SPRINGS AT 14044 FREEWAY DRIVE.
Location DescriptionSanta Fe Springs, At 14044 Freeway Drive.
QA Service Level1 (Verified on 07/08/2019)

Sample Information

Sample Taken Date07/16/2020 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing07/17/2020 Sample typeVerification
A brief description of the samplePSUE 1/2" WMA-A-SP R25 0.25% Evo Aggregate and RAP The quantity of what the sample constitutes2 Bags Combined Agg., 1 Bag Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byRobert
Last name of sampler or witnessed byTrao Title of sampler
Telephone number of sampler Laboratory sample identification0441A-20
Linked DIME Sample ID The fabricator/manufacturer/facility nameRJ Noble Orange
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0014/ 91-33-0035
The fabricator's/manufacturer's product name for the sample1/2 WMA-A-SP R25 The fabricator/manufacturer designation for the sample
The plant number40R2507SPWEO A detailed description of where the material sample was collectedBelt Cut at RJ Noble Orange Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-07-16-6
DIME Test ID: 2020-07-16-6-8
Testing Lab: CT D08 - Fontana 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: 2020-07-23

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 07/22/2020
Bulk dry specific gravity: 2.612
Average uncompacted voids: 47.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/23/2020 ✔