Summary for Test 2024-01-18-27-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 994436 DEA: 11080284 EFIS: 1117000085 |
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DIST-CO-RTE-PM | 11-IMP-98-32.1/32.5 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Place HMA, minor concrete, modify drainage, landscape and electrical. |
Location Description | IMPERIAL COUNTY IN CALEXICO FROM OLLIE AVENUE TO 0.1 MILE EAST OF ROCKWOOD AVENUE |
QA Service Level | 1 (Verified on 12/09/2022) |
Sample Information
Sample Taken Date | 01/18/2024 | Sample Unique Key | 27 |
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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 | 01/25/2024 |
Sample type | Quality Assurance | A brief description of the sample | 1-1/2" HMA-A |
The quantity of what the sample constitutes | 16 boxes 11 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Loper |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 5307-PSU | Linked DIME Sample ID | 2024-01-18-26 |
The fabricator/manufacturer/facility name | API Gateway | 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) | 91-13-0057 |
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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 | Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
The concrete mix design number | Lot number | 1 | |
Sublot number | 1 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-01-18-27
DIME Test ID: 2024-01-18-27-2
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2024-03-08
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 01/31/2024
Mass of fractured, coarse, 2 faced particles tested: 2500 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 50 g
Mass of fractured, fine, 1 faced particles tested: 100 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 1 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 98 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/8/2024 ✔