Summary for Test 2023-07-21-55-8
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 995048 DEA: 061E5604 EFIS: 0622000066 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-198-21.2/22.7 |
| Award Date | 01/05/2023 |
| Closeout Date | 11/16/2023 |
| Work Description | Cold plane existing asphalt pavement and place RHMA. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/04/2023) |
Sample Information
| Sample Taken Date | 07/21/2023 | Sample Unique Key | 55 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/29/2023 | Sample type | Dispute Resolution |
| A brief description of the sample | 1/2" Aggregate | The quantity of what the sample constitutes | 4 Bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | A. |
| Last name of sampler or witnessed by | M. | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 23-JFMDISP-167 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Colinga | |
| Transportation Laboratory (TL) Number | C027842 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0005 |
|---|---|---|---|
| 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 | HMA Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-07-21-55
DIME Test ID: 2023-07-21-55-8
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2023-09-08
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 09/07/2023
Mass of fractured, coarse, 2 faced particles tested: 694 g
Mass of questionable, coarse, 2 faced particles tested: 23.1 g
Mass of unfractured, coarse, 2 faced particles tested: 11.6 g
Mass of fractured, coarse, 1 faced particles tested: 721.7 g
Mass of questionable, coarse, 1 faced particles tested: 5.3 g
Mass of unfractured, coarse, 1 faced particles tested: 1.7 g
Mass of fractured, fine, 1 faced particles tested: 25.8 g
Mass of questionable, fine, 1 faced particles tested: 0.1 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 3 %
Percentage of questionable, coarse, 1 faced particles tested: 1 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 97 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters): Crushed particles, coarse aggregate One fractured face and Crushed particles, coarse
aggregate Two fractured faces - Method 1 Crushed particles, fine aggregate (Passing No. 4 sieve and retained on No. 8 sieve) One fractured face - Method 2
Test was verified on 9/8/2023 ✔