DIME » All Projects » Project - DEA: 112T36U4 » Sample 2024-07-29-19 » Sample Details

Sample Record

Owner Lab

  • CT D11 - District 11 Materials Laboratory

DIME Sample ID 2024-07-29-19

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Project Information

Project IdentifiersProject ID: 995482
DEA: 112T36U4
EFIS: 1122000243
DIST-CO-RTE-PM11-SD-5-37.4-52.6
Award Date10/20/2023
Closeout DateNot set
Work DescriptionI-5 NCC SEGMENT 4C
Location DescriptionI-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing
QA Service Level1 (Verified on 11/20/2023)

Sample Information

Sample Taken Date07/29/2024 Sample Unique Key19
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 testing07/30/2024
Sample typeQuality Assurance A brief description of the samplePSU
The quantity of what the sample constitutes8 boxes From where was the sample collectedSupplier
First name of sampler or witnessed byJesse Last name of sampler or witnessed byFuentes
Title of sampler Telephone number of sampler8586881440
Laboratory sample identification0606-PSU Linked DIME Sample ID2024-07-29-18
The fabricator/manufacturer/facility nameVulcan Otay 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, name of Pit or Job Site)91-37-0035
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2024-07-29-19-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Shawn Rivers, CT D11 - District 11 Materials Laboratory08/08/2024Shawn Rivers
Yes
08/19/2024Complies
2024-07-29-19-2AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Shawn Rivers, CT D11 - District 11 Materials Laboratory08/07/2024Shawn Rivers
Yes
08/19/2024
2024-07-29-19-3ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)Shawn Rivers, CT D11 - District 11 Materials Laboratory08/07/2024Shawn Rivers
Yes
08/19/2024
2024-07-29-19-4AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)Mohammad Abbassi, CT D11 - District 11 Materials Laboratory08/08/2024Mohammad Abbassi
Yes
08/19/2024Complies
2024-07-29-19-5AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)Mohammad Abbassi, CT D11 - District 11 Materials Laboratory08/08/2024Mohammad Abbassi
Yes
08/19/2024Complies
2024-07-29-19-6AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)Mohammad Abbassi, CT D11 - District 11 Materials Laboratory08/08/2024Mohammad Abbassi
Yes
08/19/2024Complies
2024-07-29-19-7AASHTO 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)Mohammad Abbassi, CT D11 - District 11 Materials Laboratory08/08/2024Mohammad Abbassi
Yes
08/19/2024Complies
2024-07-29-19-8AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Shawn Rivers, CT D11 - District 11 Materials Laboratory08/13/2024Shawn Rivers
Yes
08/19/2024
2024-07-29-19-9AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Daniel Smith, CT D11 - District 11 Materials Laboratory08/06/2024Daniel Smith
Yes
08/19/2024RAP Rice - Complies
2024-07-29-19-10AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Shawn Rivers, CT D11 - District 11 Materials Laboratory08/07/2024Shawn Rivers
Yes
08/19/2024RAP
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Sample File Attachments

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Test File Attachments


DIME Test ID: 2024-07-29-19-1 AASHTO T27-14 (Verified)
DIME Test ID: 2024-07-29-19-2 AASHTO T335-09r13 (Verified)
DIME Test ID: 2024-07-29-19-3 ASTM D4791-10 (Verified)
DIME Test ID: 2024-07-29-19-4 AASHTO T176-08 (Verified)
DIME Test ID: 2024-07-29-19-5 AASHTO T84-14 (Verified)
DIME Test ID: 2024-07-29-19-6 AASHTO T85-13 (Verified)
DIME Test ID: 2024-07-29-19-7 AASHTO T96-02r10 (Verified)
DIME Test ID: 2024-07-29-19-8 AASHTO T304-11 (Verified)
DIME Test ID: 2024-07-29-19-9 AASHTO T209-12 (Verified)
DIME Test ID: 2024-07-29-19-10 AASHTO T30-19 (Verified)
DIME Test ID: 2024-07-29-19-11 CTM 204-June 2010 (Verified)