Summary for Test 2021-08-05-12-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214921 DEA: 09367404 EFIS: 0916000025 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-14-R4.7/R12.6 |
| Award Date | Not set |
| Closeout Date | 01/23/2023 |
| Work Description | CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA. |
| Location Description | KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 11/06/2020) |
Sample Information
| Sample Taken Date | 08/05/2021 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 08/09/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Acceptance 3/4" HMA-A-SP R25 0.8% Dry Lime |
| The quantity of what the sample constitutes | 1 Bag of Combined Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Eric | Last name of sampler or witnessed by | Wheeler |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0450A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Big Rock | 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) | 91-19-0008, 91-19-0046 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
| The plant number | 13554 | A detailed description of where the material sample was collected | Belt Cut at Granite Big Rock 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 | Lot number | 2 | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-05-12
DIME Test ID: 2021-08-05-12-1
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: 2021-08-13
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?: No
Input Type: Calculated
Tester's full name: Satish Jain/Edmond Jabbour
Date of test: 08/12/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 80 % | ||||||
| 68 % | ||||||
| 45 % | ||||||
| 30 % | ||||||
| 19 % | ||||||
| 12 % | ||||||
| 7 % | ||||||
| 3 % | ||||||
| 1.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Lime Treated Aggregate Gradation
Test was verified on 8/13/2021 ✔