Summary for Test 2023-04-30-10-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 993235 DEA: 051H4504 EFIS: 0516000075 |
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DIST-CO-RTE-PM | 05-SB-154-R31.8/R32.1 |
Award Date | 11/22/2021 |
Closeout Date | Not set |
Work Description | CONSTRUCT CIDH CONCRETE PILES AND STRUCTURAL CONCRETE BRIDGE. |
Location Description | SANTA BARBARA COUNTY IN AND NEAR SANTA BARBARA FROM PRIMAVERA ROAD UNDERCROSSING TO LA COLINA ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 10/06/2021) |
Sample Information
Sample Taken Date | 04/30/2023 | Sample Unique Key | 10 |
---|---|---|---|
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 | 05/01/2023 |
Sample type | Quality Assurance | A brief description of the sample | RHMA-SP |
The quantity of what the sample constitutes | 0-750 Tons | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Cromwell |
Title of sampler | Telephone number of sampler | 8057465506 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Saticoy | 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) | 91-19-0020 |
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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 | Automatic Diverter | |
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 | 1 | |
Sublot number | 2 | Aggregate Mix Number | 326123 |
Test Details
DIME Sample ID: 2023-04-30-10
DIME Test ID: 2023-04-30-10-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-08-17
Test Results
What type of gradation is being tested?: HMA 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: Dorell Harper
Date of test: 05/01/2023
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 99 %
Cumulative percent passing the 3/8 in. sieve: 83 %
Cumulative percent passing the #4 sieve: 33 %
Cumulative percent passing the #8 sieve: 18 %
Cumulative percent passing the #16 sieve: 11 %
Cumulative percent passing the #30 sieve: 7 %
Cumulative percent passing the #50 sieve: 5 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/17/2023 ✔