Sample Record

Owner Lab

  • CT - Southern Regional Laboratory

DIME Sample ID 2019-05-02-16

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212956
DEA: 080R3404
EFIS: 0812000072
DIST-CO-RTE-PM08-SBD-38-30.9
Award Date03/06/2018
Closeout Date09/30/2019
Work DescriptionBRIDGE REHABILITATION AND UPGRADE BRIDGE RAILING TO STANDARDS
Location DescriptionSAN BERNARDINO COUNTY NEAR ANGELUS OAKS AT SANTA ANA RIVER BRIDGERAM
QA Service Level1 (Verified on 05/09/2018)

Sample Information

Sample Taken Date05/02/2019 Sample Unique Key16
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 testing05/22/2019
Sample typeVerification A brief description of the sample1/2 HMA-A-SP R15
The quantity of what the sample constitutesPSE 4 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Corona Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0296A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt Corona 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)91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample1/2 HMA-A-SP R15 The fabricator/manufacturer designation for the sample105775
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 Size1/2 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
2019-05-02-16-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Sebastian FerrerCT - Southern Regional Laboratory05/24/2019Michael Magana
Yes
06/06/2019
2019-05-02-16-2AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Satish JainCT - Southern Regional Laboratory05/29/2019Michael Magana
Yes
06/06/2019
2019-05-02-16-3AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)Danilo FerrerCT - Southern Regional Laboratory05/29/2019Michael Magana
Yes
06/06/2019
2019-05-02-16-4AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)Danilo FerrerCT - Southern Regional Laboratory05/29/2019Michael Magana
Yes
06/06/2019
2019-05-02-16-6AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)Larry DiazCT - Southern Regional Laboratory05/29/2019Michael Magana
Yes
06/06/2019
2019-05-02-16-7ASTM 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 Laboratory05/29/2019Michael Magana
Yes
06/06/2019
2019-05-02-16-8AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Satish JainCT - Southern Regional Laboratory05/29/2019Michael Magana
Yes
06/06/2019
2019-05-02-16-9CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesSatish JainCT - Southern Regional Laboratory05/28/2019Michael Magana
Yes
06/06/2019RAP Gradation After Ignition Oven
2019-05-02-16-10CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesSatish JainCT - Southern Regional Laboratory05/30/2019Michael Magana
Yes
06/06/2019Combined Virgin Aggregate/RAP Gradation w/Correlation Factors Applied