Summary for Test 2019-06-04-7-8

Test performed: CTM 234-August 2010

Project Information

Project IdentifiersProject ID: 7428
DEA: 07215944
EFIS: 0700001834
DIST-CO-RTE-PM07-LA-5-4.0/5.9
Award Date08/23/2012
Closeout Date07/02/2021
Work DescriptionRECONSTRUCT AND WIDEN FREEWAY AND UNDERCROSSING STRUCTURES.
Location DescriptionLOS ANGELES COUNTY IN NORWALK FROM 0.4 MILE SOUTH OF SAN ANTONIO DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 11/07/2012)

Sample Information

Sample Taken Date06/04/2019 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing06/06/2019 Sample typeVerification
A brief description of the sample3/4 HMA-A R10 The quantity of what the sample constitutesPSE 6 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byMicheal
Last name of sampler or witnessed byBrooks Title of samplerQC Technician
Telephone number of sampler Laboratory sample identification0326A-19
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Irwindale
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)Vulcan Irwindale
The fabricator's/manufacturer's product name for the sample3/4 HMA-A R10 The fabricator/manufacturer designation for the sample220805 IRW VLO
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 Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-06-04-7
DIME Test ID: 2019-06-04-7-8
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: 2019-07-03

Test Results


Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 06/11/2019
Bulk Oven-Dried Specific Gravity of Fine Aggregate: 2.63
Percent Uncompacted Voids Average: 45.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/3/2019 ✔