Summary for Test 2020-01-27-20-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213744 DEA: 080P3904 EFIS: 0800001025 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-18-101.5/115.9 |
| Award Date | 02/01/2019 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN EXISTING SHOULDER TO 8' AND CONSTRUCT SHOULDER RUMBLE STRIPS |
| Location Description | SAN BERNARDINO COUNTY FROM 0.5 MILE WEST OF ROUTE 395 TO 263 RD STREET. |
| QA Service Level | 1 (Verified on 05/30/2019) |
Sample Information
| Sample Taken Date | 01/27/2020 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 01/28/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA A SP R12 |
| The quantity of what the sample constitutes | PSUE 6 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Elias | Last name of sampler or witnessed by | Hamel |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 0117A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials San Bernardino | 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::CAJON CREEK |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R12 | The fabricator/manufacturer designation for the sample | 224108 SBP SJR |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Vulcan San Bernardino |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 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: 2020-01-27-20
DIME Test ID: 2020-01-27-20-1
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: 2020-03-17
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: Juan Le Roy, Satish Jain
Date of test: 01/29/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 77 % | ||||||
| 66 % | ||||||
| 53 % | ||||||
| 46 % | ||||||
| 33 % | ||||||
| 22 % | ||||||
| 15 % | ||||||
| 8 % | ||||||
| 4 % | ||||||
| 2.2 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Virgin Aggregate Gradation
Test was verified on 3/17/2020 ✔