Sample Record

Owner Lab

  • CT - Southern Regional Laboratory

DIME Sample ID 2020-06-03-3

Sample is locked from editing.

Project Information

Project IdentifiersProject ID: 214131
DEA: 080N69U4
EFIS: 0812000307
COOP: 081635
DIST-CO-RTE-PM08-RIV-60-22.1/22.6
Award Date05/01/2019
Closeout DateNot set
Work DescriptionImproving Operation efficiency and traffic flow in the SR-60 Truck Corridor in Moreno Valley. Widening inside and outside shoulders in 6 stages.
Location DescriptionR-60 Truck Climbing Lane . Construction of new east and west bound truck lanes from Gilman Springs road to 1.37 miles west if Jack Rabbit trail. Existing shoulders will be widened to standard 10 ft inside and 12 ft outside respectively.
QA Service Level2 (Verified on 04/30/2019)

Sample Information

Sample Taken Date06/03/2020 Sample Unique Key3
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 testing06/08/2020
Sample typeVerification A brief description of the sample3/4 RHMA-G-SP Aggregates
The quantity of what the sample constitutesJMF 4 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Perris Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0318G-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt Perris 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 sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sampleUnknown
The plant number106835 A detailed description of where the material sample was collectedBelt Cut at All American Perris Plant
Where the material sample would have been placed if not sampledAsphalt Paving 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
2020-06-03-3-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Satish Jain/Husni AnkirCT - Southern Regional Laboratory06/12/2020Satish Jain
Yes
06/17/2020Virgin Aggregate Gradation
2020-06-03-3-2AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Satish JainCT - Southern Regional Laboratory06/16/2020Satish Jain
Yes
06/17/2020
2020-06-03-3-3AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)Larry DiazCT - Southern Regional Laboratory06/13/2020Satish Jain
Yes
06/17/2020
2020-06-03-3-4AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)Friday OfoegbuCT - Southern Regional Laboratory06/13/2020Satish Jain
Yes
06/17/2020
2020-06-03-3-5AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)Satish JainCT - Southern Regional Laboratory06/15/2020Satish Jain
Yes
06/17/2020
2020-06-03-3-6AASHTO 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 Laboratory06/16/2020Satish Jain
Yes
06/17/2020
2020-06-03-3-7ASTM 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 Laboratory06/16/2020Satish Jain
Yes
06/17/2020
2020-06-03-3-8AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Satish JainCT - Southern Regional Laboratory06/16/2020Satish Jain
Yes
06/17/2020

Test Card Drafts

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