Summary for Test 2022-11-21-30-7
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214438 DEA: 080G6914 EFIS: 0815000184 |
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DIST-CO-RTE-PM | 08--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | RELINE OR REPLACE CULVERTS |
Location Description | SAN BERNARDINO COUNTY IN AND NEAR SAN BERNARDINO FROM 48TH STREET TO ROUTE 18/138 SEPARATION |
QA Service Level | 1 (Verified on 06/24/2021) |
Sample Information
Sample Taken Date | 11/21/2022 | Sample Unique Key | 30 |
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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 | 12/01/2022 |
Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP R12 0.75%LAS |
The quantity of what the sample constitutes | 2 Bags of Combined Aggregate | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Matich QC | Last name of sampler or witnessed by | Matich QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0762A-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Matich Lytle Creek | 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) | 91-36-0040 |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R12 | The fabricator/manufacturer designation for the sample | |
The plant number | A detailed description of where the material sample was collected | Belt Cut at Matich Lytle Creek Plant | |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | LHP-62D | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2022-11-21-30
DIME Test ID: 2022-11-21-30-7
Testing Lab: CT D08 - Fontana Southern Regional 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: 2023-01-18
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: R.Bhuyian/S.Mendoza
Date of test: 12/05/2022
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/18/2023 ✔