Summary for Test 2024-05-10-17-10
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243 |
---|---|
DIST-CO-RTE-PM | 11-SD-5-37.4-52.6 |
Award Date | 10/20/2023 |
Closeout Date | Not set |
Work Description | I-5 NCC SEGMENT 4C |
Location Description | I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing |
QA Service Level | 1 (Verified on 11/20/2023) |
Sample Information
Sample Taken Date | 05/10/2024 | Sample Unique Key | 17 |
---|---|---|---|
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 | 05/13/2024 |
Sample type | Quality Assurance | A brief description of the sample | HMA-A |
The quantity of what the sample constitutes | 4bags | From where was the sample collected | Supplier |
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 | 0602-JMFV | Linked DIME Sample ID | 2024-05-10-16 |
The fabricator/manufacturer/facility name | Vulcan CC | 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 CC |
---|---|---|---|
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: 2024-05-10-17
DIME Test ID: 2024-05-10-17-10
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2024-05-23
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 05/20/2024
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1414.8 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
81.9 grams | 94 % | |||||
509.2 grams | 64 % | |||||
748.1 grams | 47 % | |||||
925.9 grams | 35 % | |||||
1074.3 grams | 24 % | |||||
1223.3 grams | 14 % | |||||
1337.4 grams | 5 % | |||||
1408.9 grams | 0.4 % |
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 5/23/2024 ✔