Summary for Test 2024-06-19-106-8
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995169 DEA: 081K4024 EFIS: 0820000074 COOP: 081701 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-I-15-3.9 |
| Award Date | 12/12/2023 |
| Closeout Date | Not set |
| Work Description | Construction of 12 ft wide aux lane with 10 ft right shoulder on northbound I-15. Embankment excavation and construction of retaining wall in front of Santiago Road overcrossing abutment. |
| Location Description | NB I-15 between Temecula Parkway and Rancho California Road |
| QA Service Level | 2 (Verified on 09/21/2023) |
Sample Information
| Sample Taken Date | 06/19/2024 | Sample Unique Key | 106 |
|---|---|---|---|
| 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 | 06/26/2024 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A-SP R25 0.25% Evo |
| The quantity of what the sample constitutes | 3 Bags Of Combined Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jacob | Last name of sampler or witnessed by | MCPHERSON |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0306A-24 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mayhew/ Chandler Aggs/ World Oil/ Ingevity | 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) | 91-33-0014, 91-33-0039 |
|---|---|---|---|
| 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 | Belt Cut at RJ Noble Corona Plant | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | 36R2503SPWEC | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-06-19-106
DIME Test ID: 2024-06-19-106-8
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-07-17
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: Calculated
Tester's full name: Satish Jain/R.G
Date of test: 07/01/2024
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 96 % | ||||||
| 80 % | ||||||
| 65 % | ||||||
| 42 % | ||||||
| 30 % | ||||||
| 19 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
| 5 % | ||||||
| 4 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 7/17/2024 ✔