Summary for Test 2023-08-15-79-6
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 994611 DEA: 112N1214 EFIS: 1121000171 |
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DIST-CO-RTE-PM | 11-SD-94-39.0/R49.9 |
Award Date | 06/06/2023 |
Closeout Date | Not set |
Work Description | MICROSURFACING, SHOULDER BACKING, RUMBLE STRIP, & STRIPING. |
Location Description | SAN DIEGO NEAR POTRERO AND CANYON CITY FROM JUNCTION ROUTE 188 TO 3 MILES EAST OF CAMPO CREEK BRIDGE (BR NO. 57-0118) |
QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
Sample Taken Date | 08/15/2023 | Sample Unique Key | 79 |
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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 | 08/15/2023 |
Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A |
The quantity of what the sample constitutes | 24 boxes 6 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 9101-PSU | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Otay | 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) | 91-37-0035 |
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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 | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-08-15-79
DIME Test ID: 2023-08-15-79-6
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: 2023-09-27
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: Daniel Smith
Date of test: 09/18/2023
Mass of fractured, coarse, 2 faced particles tested: 700 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 16 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: 8 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: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/27/2023 ✔