Summary for Test 2023-05-31-63-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993159 DEA: 08323034 EFIS: 0812000059 COOP: 081703 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-60-18.8/19.6 |
| Award Date | 05/04/2021 |
| Closeout Date | Not set |
| Work Description | Project Phase 2 (project) proposes to replace the existing hook ramp configuration along westbound (WB) SR-60 at the SR- 60/Moreno Beach Drive interchange with a partial cloverleaf configuration |
| Location Description | SR-60 & Moreno Beach Interchange |
| QA Service Level | 2 (Verified on 07/27/2021) |
Sample Information
| Sample Taken Date | 05/31/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| 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 | 06/16/2023 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" RHMA-G-SP 0.5% LAS |
| The quantity of what the sample constitutes | 4 Bags Of Agg, 1 Bag each of Scrap & Hi-Nat | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0322G-23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | All American Asphalt- Perris | 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) | 91-33-0005 |
|---|---|---|---|
| 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 All American Perris | |
| 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 | 106835 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-05-31-63
DIME Test ID: 2023-05-31-63-1
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: 2023-09-12
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/M. Campos
Date of test: 06/25/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 96 % | ||||||
| 80 % | ||||||
| 66 % | ||||||
| 30 % | ||||||
| 15 % | ||||||
| 10 % | ||||||
| 7 % | ||||||
| 5 % | ||||||
| 4 % | ||||||
| 2.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 9/12/2023 ✔