Summary for Test 2023-12-11-32-2
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 994949 DEA: 043Q5504 EFIS: 0419000223 |
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DIST-CO-RTE-PM | 04-MRN-37,101,131-VAR |
Award Date | 06/13/2023 |
Closeout Date | Not set |
Work Description | PLACE POLYESTER CONCRETE OVERLAY AND CONSTRUCT APPROACH SLABS. |
Location Description | MARIN COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 07/05/2023) |
Sample Information
Sample Taken Date | 12/11/2023 | Sample Unique Key | 32 |
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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 | 12/13/2023 |
Sample type | Quality Assurance | A brief description of the sample | 1/2-INCH HMA-SP Type A |
The quantity of what the sample constitutes | Sample 1 of the day | From where was the sample collected | Source |
First name of sampler or witnessed by | IGNACIO | Last name of sampler or witnessed by | ARECHIGA |
Title of sampler | Telephone number of sampler | 5102077252 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Rock Redwood City | 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) | 91-35-0012::A.R. WILSON QUARRY |
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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 collected | Sample Pick-Up @ Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | 938 |
Test Details
DIME Sample ID: 2023-12-11-32
DIME Test ID: 2023-12-11-32-2
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-12-19
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: IGNACIO ARECHIGA
Date of test: 12/13/2023
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 99 %
Cumulative percent passing the 3/8 in. sieve: 89 %
Cumulative percent passing the #4 sieve: 67 %
Cumulative percent passing the #8 sieve: 48 %
Cumulative percent passing the #16 sieve: 32 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.1 %
General comments (publicly viewable) (Max 1000 characters): Sample 1 of the day
Granite Rock Redwood City Drier Drum Plant
Test was verified on 12/19/2023 ✔