Summary for Test 2020-09-27-2-10

Test performed: CTM 234-August 2010

Project Information

Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
Award Date11/29/2012
Closeout Date07/31/2023
Work DescriptionREALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
QA Service Level1 (Verified on 10/08/2012)

Sample Information

Sample Taken Date09/27/2020 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing09/30/2020 Sample typeVerification
A brief description of the samplePSUE 3/4" HMA-A R10 LAS 0.5% The quantity of what the sample constitutes10 Bags Agg., 1 Bag Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byKevin
Last name of sampler or witnessed byHopkins Title of sampler
Telephone number of sampler Laboratory sample identification0562-20
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Sun Valley
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)91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample3/4 HMA-A The fabricator/manufacturer designation for the sample
The plant number220805 SVA VLO A detailed description of where the material sample was collectedBelt Cut From Vulcan Sun Valley
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-09-27-2
DIME Test ID: 2020-09-27-2-10
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 234-August 2010: Method of Test for Uncompacted Void Content of Fine Aggregates
Test Release Date: 2020-10-12

Test Results


Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 10/05/2020
Bulk Oven-Dried Specific Gravity of Fine Aggregate: 2.65
Percent Uncompacted Voids Average: 45.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/12/2020