Summary for Test 2024-01-28-13-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213457 DEA: 11430434 EFIS: 1118000197 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-12.9/14.6,14.9 |
| Award Date | 07/16/2022 |
| Closeout Date | 08/21/2025 |
| Work Description | HMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER. |
| Location Description | SAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD |
| QA Service Level | 1 (Verified on 06/22/2018) |
Sample Information
| Sample Taken Date | 01/28/2024 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 01/29/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A |
| The quantity of what the sample constitutes | 12 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 | 7815-PSU | Linked DIME Sample ID | 2024-01-28-12 |
| 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 | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-37-0035 |
|---|---|---|---|
| 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
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DIME Sample ID: 2024-01-28-13
DIME Test ID: 2024-01-28-13-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-03-04
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 02/08/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 4719.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 486.0 grams | 90 % | |||||
| 1004.0 grams | 79 % | |||||
| 2088.0 grams | 56 % | |||||
| 779 grams | ||||||
| 213.0 grams | 41 % | |||||
| 379.0 grams | 29 % | |||||
| 533.0 grams | 18 % | |||||
| 660.0 grams | 9 % | |||||
| 720.0 grams | 4 % | |||||
| 744.0 grams | 2.5 % | |||||
| 777.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Confirmed results are within spec limits.
Test was verified on 3/4/2024 ✔