Summary for Test 2024-06-05-5-2
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 995240 DEA: 060X3804 EFIS: 0618000060 |
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DIST-CO-RTE-PM | 06-KER-166-0.0/10.2 |
Award Date | 02/28/2024 |
Closeout Date | Not set |
Work Description | COLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM. |
Location Description | KERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE |
QA Service Level | 1 (Verified on 04/02/2024) |
Sample Information
Sample Taken Date | 06/05/2024 | 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 | 06/05/2024 |
Sample type | Acceptance | A brief description of the sample | 19mm HMA A w 15percent rap |
The quantity of what the sample constitutes | 2 Bags Coldfeed Agg., 1 Bags Rap | 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 | 1 | |
Sublot number | 6 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-06-05-5
DIME Test ID: 2024-06-05-5-2
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: 2024-06-05
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: 06/05/2024
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: 68 %
Cumulative percent passing the #4 sieve: 48 %
Cumulative percent passing the #8 sieve: 33 %
Cumulative percent passing the #16 sieve: 23 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5.1 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-0x3804_37041_240605_L1SL6_T27_HMA | 115.91 KB | 06/05/2024 | 2024-06-05-5-2 | Info |
Test was verified on 6/5/2024 ✔