Summary for Test 2024-07-19-5-3
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 1000008 DEA: 061F8404 EFIS: 0623000102 |
---|---|
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 | 07/19/2024 | Sample Unique Key | 5 |
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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 | 07/19/2024 |
Sample type | Acceptance | A brief description of the sample | 1/2 RHMA-G |
The quantity of what the sample constitutes | L2S12 2 bags cold feeds and 1 bags of virgin aggregate | 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 |
---|---|---|---|
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 | 1/2 inch | |
The concrete mix design number | Lot number | 2 | |
Sublot number | 12 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-07-19-5
DIME Test ID: 2024-07-19-5-3
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: 2024-07-19
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: Measured
Tester's full name: Neale Brown
Date of test: 07/19/2024
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
3388.5 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
142.5 grams | 96 % | |||||
605 grams | 82 % | |||||
2306 grams | 32 % | |||||
331.5 grams | ||||||
140.7 grams | 18 % | |||||
219.7 grams | 11 % | |||||
264.6 grams | 6 % | |||||
289.9 grams | 4 % | |||||
306.2 grams | 2 % | |||||
315 grams | 1.6 % | |||||
315.8 grams |
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-1F8404_37015_240719_L2SL12_T27_HMA | 115.84 KB | 07/19/2024 | 2024-07-19-5-3 | Info |
Test was verified on 7/19/2024 ✔