Sample Record
Owner Lab
- CT D05 - San Luis Obispo District Laboratory
DIME Sample ID 2019-08-16-15
Project Information
Project Identifiers | DEA: No Project |
---|---|
DIST-CO-RTE-PM | --- |
Award Date | Not set |
Closeout Date | 11/01/2022 |
Work Description | Special project identifier for material not associated with a project |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 08/16/2019 | Sample Unique Key | 15 |
---|---|---|---|
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 testing | 08/23/2019 |
Sample type | Verification | A brief description of the sample | Aggregate, Loose Mix, Asphalt, LAS, RAP |
The quantity of what the sample constitutes | One JMF Verification | From where was the sample collected | Source |
First name of sampler or witnessed by | Tom | Last name of sampler or witnessed by | Cromwell |
Title of sampler | MNS Consultant | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Sierra Pacific - Avenal | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0006::AVENAL AGGREGATES |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | Continuous Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
JMF Information
Verification ID | JMF3513-2019-77 | Date Created | 09/26/2019 |
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JMF Submittal ID | JMF3511-208-2019-112 | JMF Status | Submittal Accepted for Verification |
Producer Mix ID | TEM12SPLA | Authorized Date | N/A |
Submitted Tests
DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
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2019-08-16-15-1 | AASHTO T11-5: Standard Method of Test for Materials Finer Than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing | Daniel Gingras, CT D05 - San Luis Obispo District Laboratory | 09/17/2019 | Daniel Gingras | No | 9.3% is the wrong number. See 39-2.01B(4(b) wash fine aggregate only. | Info | |
2019-08-16-15-2 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | Daniel Gingras, CT D05 - San Luis Obispo District Laboratory | 09/17/2019 | Daniel Gingras | No | Info | ||
2019-08-16-15-3 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | Daniel Gingras, CT D05 - San Luis Obispo District Laboratory | 09/16/2019 | Daniel Gingras | No | Virgin Aggregate Only. | Info | |
2019-08-16-15-4 | AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis) | Daniel Gingras, CT D05 - San Luis Obispo District Laboratory | 09/17/2019 | Daniel Gingras | No | Info | ||
2019-08-16-15-5 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Daniel Gingras, CT D05 - San Luis Obispo District Laboratory | 09/18/2019 | Daniel Gingras | No | Info | ||
2019-08-16-15-6 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Daniel Gingras, CT D05 - San Luis Obispo District Laboratory | 09/18/2019 | Daniel Gingras | No | Info | ||
2019-08-16-15-7 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Daniel Gingras, CT D05 - San Luis Obispo District Laboratory | 09/18/2019 | Daniel Gingras | No | Info | ||
2019-08-16-15-8 | AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity) | Daniel Gingras, CT D05 - San Luis Obispo District Laboratory | 09/18/2019 | Daniel Gingras | No | Info | ||
2019-08-16-15-9 | AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity) | Daniel Gingras, CT D05 - San Luis Obispo District Laboratory | 09/18/2019 | Daniel Gingras | No | Info | ||
2019-08-16-15-10 | AASHTO 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) | Daniel Gingras, CT D05 - San Luis Obispo District Laboratory | 09/18/2019 | Daniel Gingras | No | Info |
Sample File Attachments
File Name | Extension | Date Uploaded | Actions |
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No results found. |
Test File Attachments
DIME Test ID: 2019-08-16-15-1 AASHTO T11-5
DIME Test ID: 2019-08-16-15-2 AASHTO T176-08
DIME Test ID: 2019-08-16-15-3 AASHTO T27-14
DIME Test ID: 2019-08-16-15-4 AASHTO T30-15
DIME Test ID: 2019-08-16-15-5 AASHTO T335-09r13
DIME Test ID: 2019-08-16-15-6 AASHTO T335-09r13
DIME Test ID: 2019-08-16-15-7 AASHTO T335-09r13
DIME Test ID: 2019-08-16-15-8 AASHTO T84-14
DIME Test ID: 2019-08-16-15-9 AASHTO T85-13
DIME Test ID: 2019-08-16-15-10 AASHTO T96-02r10
DIME Test ID: 2019-08-16-15-11 ASTM D4791-10