Summary for Test 2024-05-17-17-2
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 994819 DEA: 060U4304 EFIS: 0616000033 |
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DIST-CO-RTE-PM | 06-KER-184-8.5/11.6 |
Award Date | 10/26/2023 |
Closeout Date | Not set |
Work Description | RESURFACE LANES AND SHOULDERS. |
Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE NORTH OF EDISON HIGHWAY TO 0.1 MILE NORTH OF CHASE AVENUE |
QA Service Level | 1 (Verified on 05/22/2023) |
Sample Information
Sample Taken Date | 05/17/2024 | Sample Unique Key | 17 |
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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 | 05/17/2024 |
Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA Type A |
The quantity of what the sample constitutes | 2bags | 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 | Materials Tester | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Griffith Edmonston | 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) | 91-15-0068 |
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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 | 3 | |
Sublot number | 5 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-05-17-17
DIME Test ID: 2024-05-17-17-2
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: 2024-05-17
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: Measured
Tester's full name: Neale Brown
Date of test: 05/17/2024
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
6206.5 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
987.0 grams | 84 % | |||||
2261.5 grams | 64 % | |||||
4003.5 grams | 35 % | |||||
323.9 grams | ||||||
137.8 grams | 20 % | |||||
188.8 grams | 15 % | |||||
220.9 grams | 11 % | |||||
246.0 grams | 8 % | |||||
267.8 grams | 6 % | |||||
284.1 grams | 4.3 % | |||||
289 grams |
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0U4304_37039_240516_L3SL5_T27_HMA | 115.63 KB | 05/17/2024 | 2024-05-17-17-2 | Info |
Test was verified on 5/17/2024 ✔