Summary for Test 2022-02-08-31-1
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 | 02/08/2022 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 02/23/2022 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" RHMA-G 0.8% Dry Lime |
| The quantity of what the sample constitutes | 3 Bags Virgin Agg. 3 Bags Coldfeed Agg., | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Willium | Last name of sampler or witnessed by | Lucas |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0136G-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction - 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) | 91-19-0046::BIG ROCK CREEK- GRANITE |
|---|---|---|---|
| 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 Granite-Bigrock | |
| 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 | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-02-08-31
DIME Test ID: 2022-02-08-31-1
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: 2022-03-16
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
Date of test: 03/01/2022
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 82 % | ||||||
| 71 % | ||||||
| 29 % | ||||||
| 18 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
| 4 % | ||||||
| 3 % | ||||||
| 1.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined L.T. Aggregate Gradation
Test was verified on 3/16/2022 ✔