Summary for Test 2024-01-08-35-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
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DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Cholame Segment |
Location Description | Not set |
QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
Sample Taken Date | 01/08/2024 | Sample Unique Key | 35 |
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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 | 01/08/2024 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA Type A w/ 15% RAP & WMA |
The quantity of what the sample constitutes | Lot 3 Sublot 14 - 677 tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Matt | Last name of sampler or witnessed by | Lang |
Title of sampler | Tester | Telephone number of sampler | |
Laboratory sample identification | 240108 L3SL14 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | SPM- 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 | From plant | |
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 | 14 | Aggregate Mix Number | L230077A |
Test Details
DIME Sample ID: 2024-01-08-35
DIME Test ID: 2024-01-08-35-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-01-11
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: Kyle Engen
Date of test: 01/09/2024
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 86 %
Cumulative percent passing the 3/8 in. sieve: 0 %
Cumulative percent passing the #4 sieve: 48 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 0 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 0 %
Cumulative percent passing the #100 sieve: 0 %
Cumulative percent passing the #200 sieve: 4.7 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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05-3307A4_37059_240108_34HMA_Grad_SE_KEE_L3SL14 | 153.31 KB | 01/11/2024 | 2024-01-08-35-1 | Info |
Test was verified on 1/11/2024 ✔