Summary for Test 2019-09-12-6-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 209695 DEA: 08347704 EFIS: 0800000616 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-SR-58-0/12.9 |
| Award Date | 11/10/2017 |
| Closeout Date | 01/14/2021 |
| Work Description | (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
| Location Description | SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
| QA Service Level | 1 (Verified on 12/01/2017) |
Sample Information
| Sample Taken Date | 09/12/2019 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/13/2019 | Sample type | Verification |
| A brief description of the sample | 1/2 HMA-A-SP R15 | The quantity of what the sample constitutes | PSUE 11 Bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Vulcan Oro Grande |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0530A-19 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | VMC Calmat San Bernardino, Hi Grade Lucerne Valley | |
| 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) | 91-36-0137, 91-36-0042 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 324109 ORO SJR |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Vulcan Oro Grande Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-09-12-6
DIME Test ID: 2019-09-12-6-1
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: 2019-10-07
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Larry Diaz, Satish Jain
Date of test: 09/18/2019
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 96 % | ||||||
| 80 % | ||||||
| 60 % | ||||||
| 53 % | ||||||
| 39 % | ||||||
| 26 % | ||||||
| 17 % | ||||||
| 11 % | ||||||
| 5 % | ||||||
| 3.1 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Lime Treated Aggregate
Test was verified on 10/7/2019 ✔