Summary for Test 2023-05-17-62-2
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215396 DEA: 042K8404 EFIS: 0417000031 |
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DIST-CO-RTE-PM | 04-SOL-29,80-0.0,0.8/1.6 |
Award Date | 03/26/2021 |
Closeout Date | 02/16/2024 |
Work Description | HMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR. |
Location Description | SOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING |
QA Service Level | 1 (Verified on 01/25/2021) |
Sample Information
Sample Taken Date | 05/17/2023 | Sample Unique Key | 62 |
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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 | 05/19/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA Type A |
The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Bradley | Last name of sampler or witnessed by | Fitch |
Title of sampler | QC Technician | Telephone number of sampler | 7076747404 |
Laboratory sample identification | Con_23_498 | Linked DIME Sample ID | 2023-05-17-56 |
The fabricator/manufacturer/facility name | Vulcan Vallejo | 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) | 91-48-0002 |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA Type A | The fabricator/manufacturer designation for the sample | Drum |
The plant number | A detailed description of where the material sample was collected | coldfeed | |
Where the material sample would have been placed if not sampled | Roadway | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | 411101510LD |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
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No assigned tests for this sample. |
Test Details
DIME Sample ID: 2023-05-17-62
DIME Test ID: 2023-05-17-62-2
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-05-25
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Augusto Rios
Date of test: 05/22/2023
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 98 %
Cumulative percent passing the 1/2 in. sieve: 86 %
Cumulative percent passing the 3/8 in. sieve: 72 %
Cumulative percent passing the #4 sieve: 48 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/25/2023 ✔