Summary for Test 2024-09-12-1-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 1000062 DEA: 061F8204 EFIS: 0623000100 |
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DIST-CO-RTE-PM | 06-FRE-168-39.6/45.7 |
Award Date | 05/10/2024 |
Closeout Date | Not set |
Work Description | COLD PLANE AC PVMT, HMA (TYPE A), PAINT TRAFFIC STRIPES. |
Location Description | FRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF CRESSMAN ROAD TO WARBLER ROAD |
QA Service Level | 1 (Verified on 01/29/2024) |
Sample Information
Sample Taken Date | 09/12/2024 | Sample Unique Key | 1 |
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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 | 09/11/2024 |
Sample type | Acceptance | A brief description of the sample | 3/4 HMA sp |
The quantity of what the sample constitutes | 125 Tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Jonathon | Last name of sampler or witnessed by | Chaney |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Ashlan | 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) | 221105 |
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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 | Coldfeed Chute | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | 1 | |
Sublot number | 2 | Aggregate Mix Number | 221105 |
Test Details
DIME Sample ID: 2024-09-12-1
DIME Test ID: 2024-09-12-1-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-09-13
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?: No
Input Type: Calculated
Tester's full name: Tomas Silva
Date of test: 09/13/2024
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 78 %
Cumulative percent passing the 3/8 in. sieve: 63 %
Cumulative percent passing the #4 sieve: 45 %
Cumulative percent passing the #8 sieve: 31 %
Cumulative percent passing the #16 sieve: 22 %
Cumulative percent passing the #30 sieve: 16 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/13/2024 ✔