Summary for Test 2022-08-09-12-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 993847 DEA: 081M8604 EFIS: 0822000056 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-180.2/186.2 |
| Award Date | 06/23/2022 |
| Closeout Date | 12/12/2022 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED). |
| Location Description | SAN BERNARDINO COUNTY ABOUT 43 MILES NORTH OF BAKER FROM 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING TO NEVADA STATE LINE |
| QA Service Level | 1 (Verified on 12/05/2022) |
Sample Information
| Sample Taken Date | 08/09/2022 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 08/10/2022 |
| Sample type | Verification | A brief description of the sample | Aggregate |
| The quantity of what the sample constitutes | 6 - 5 gallon buckets | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Daniels |
| Title of sampler | Cunsultant | Telephone number of sampler | |
| Laboratory sample identification | 22-JMF-0118 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Blue Diamond | 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) | Unknown |
|---|---|---|---|
| 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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-09-12
DIME Test ID: 2022-08-09-12-7
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: 2022-08-12
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: 08/12/2022
Mass of fractured, coarse, 2 faced particles tested: 967.4 g
Mass of questionable, coarse, 2 faced particles tested: 40.5 g
Mass of unfractured, coarse, 2 faced particles tested: 49.8 g
Mass of fractured, coarse, 1 faced particles tested: 1016.5 g
Mass of questionable, coarse, 1 faced particles tested: 26.9 g
Mass of unfractured, coarse, 1 faced particles tested: 14.3 g
Mass of fractured, fine, 1 faced particles tested: 26 g
Mass of questionable, fine, 1 faced particles tested: 0.4 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 4 %
Percentage of questionable, coarse, 1 faced particles tested: 3 %
Percentage of questionable, fine, 1 faced particles tested: 2 %
Percentage of fractured, coarse, 2 faced particles tested: 93 %
Percentage of fractured, coarse, 1 faced particles tested: 97 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
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 8/12/2022 ✔