Summary for Test 2019-06-23-1-3

Test performed: CTM 206-October 2011

Project Information

Project IdentifiersProject ID: 209139
DEA: 071170U4
EFIS: 0700000085
DIST-CO-RTE-PM07-LA-10-33.2/37.2
Award Date02/10/2014
Closeout Date03/01/2022
Work DescriptionCONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING
QA Service Level1 (Verified on 05/06/2014)

Sample Information

Sample Taken Date06/23/2019 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing06/25/2019 Sample typeVerification
A brief description of the sample3/4 HMA-A R15 The quantity of what the sample constitutesPSE 3 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byVulcan Irwindale
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0375A-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-R15 The fabricator/manufacturer designation for the sample220805 IRW ALON
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: 2019-06-23-1
DIME Test ID: 2019-06-23-1-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 206-October 2011: Method of Test for Specific Gravity and Absorption of Coarse Aggregate
Test Release Date: 2019-07-03

Test Results


How will the aggregate be used?: hot mix asphalt
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 06/26/2019
% Water Absorbed: 1.0 %
Bulk Oven Dried Specific Gravity: 2.66
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/3/2019 ✔