Summary for Test 2024-07-08-52-3
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 1000008 DEA: 061F8404 EFIS: 0623000102 |
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DIST-CO-RTE-PM | 06-KER-33-R60.2/73.7 |
Award Date | 03/22/2024 |
Closeout Date | 12/04/2024 |
Work Description | COLD PLANE WITH HOT MIX ASPHALT AND RUBBERIZED HOT MIX ASPHALT. |
Location Description | KERN COUNTY FROM ROUTE 46 TO KINGS COUNTY LINE |
QA Service Level | 1 (Verified on 01/08/2024) |
Sample Information
Sample Taken Date | 07/08/2024 | Sample Unique Key | 52 |
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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 | 07/08/2024 |
Sample type | Acceptance | A brief description of the sample | 3/4 inch HMA -A w/RAP |
The quantity of what the sample constitutes | 2 bags combine grade | From where was the sample collected | Source |
First name of sampler or witnessed by | Paul | Last name of sampler or witnessed by | Klinker |
Title of sampler | 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 |
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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 | |
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 | 1 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-07-08-52
DIME Test ID: 2024-07-08-52-3
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-07-15
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: Neale Brown
Date of test: 07/08/2024
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 87 %
Cumulative percent passing the 3/8 in. sieve: 72 %
Cumulative percent passing the #4 sieve: 48 %
Cumulative percent passing the #8 sieve: 31 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 13 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.2 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-1F8404_37037_240708_L1SL1_HMAGradation_T11T27T176 | 116.76 KB | 07/15/2024 | 2024-07-08-52-3 | Info |
Test was verified on 7/15/2024 ✔