Sample Record

Owner Lab

  • CT - Southern Regional Laboratory

DIME Sample ID 2019-06-23-1

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 209139
DEA: 071170U4
EFIS: 0700000085
DIST-CO-RTE-PM07-LA-10-33.2/37.2
Award Date04/14/2014
Closeout DateNot set
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
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 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

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)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 JMF Verification ID

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-06-23-1-1CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesLarry DiazCT - Southern Regional Laboratory06/26/2019Michael Magana
Yes
07/03/2019
2019-06-23-1-2CTM 205-December 2010: Method of Test for Determining Percentage of Crushed ParticlesSatish JainCT - Southern Regional Laboratory06/28/2019Michael Magana
Yes
07/03/2019
2019-06-23-1-3CTM 206-October 2011: Method of Test for Specific Gravity and Absorption of Coarse AggregateLarry DiazCT - Southern Regional Laboratory06/26/2019Michael Magana
Yes
07/03/2019
2019-06-23-1-4CTM 207-March 2012: Method of Test for Specific Gravity and Absorption of Fine AggregateFriday OfoegbuCT - Southern Regional Laboratory06/27/2019Michael Magana
Yes
07/03/2019
2019-06-23-1-5CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing MachineLarry DiazCT - Southern Regional Laboratory06/27/2019Michael Magana
Yes
07/03/2019
2019-06-23-1-6CTM 217-June 2011: Method of Test for Sand EquivalentHusni AnkirCT - Southern Regional Laboratory06/28/2019Michael Magana
Yes
07/03/2019
2019-06-23-1-7ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)Satish JainCT - Southern Regional Laboratory06/28/2019Michael Magana
Yes
07/03/2019
2019-06-23-1-8CTM 234-August 2010: Method of Test for Uncompacted Void Content of Fine AggregatesSatish JainCT - Southern Regional Laboratory06/28/2019Michael Magana
Yes
07/03/2019
2019-06-23-1-9CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesHusni AnkirCT - Southern Regional Laboratory06/28/2019Michael Magana
Yes
07/03/2019RAP Gradation After Ignition Oven
2019-06-23-1-10CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesHusni AnkirCT - Southern Regional Laboratory06/28/2019Michael Magana
Yes
07/03/2019Combined Virgin Aggregate/RAP w/Correlation Factors Applied