Summary for Test 2022-09-02-57-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
| Award Date | 08/04/2022 |
| Closeout Date | 09/30/2025 |
| Work Description | Roadway Rehabilitation |
| Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 09/02/2022 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 09/02/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 2 bags of Combined Lime Treated 3/4-inch Virgin Aggregate from Cold Feed |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | Evangelista |
| Title of sampler | ARE | Telephone number of sampler | |
| Laboratory sample identification | D79150A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 891188 |
| 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) | 91-45-0017::Fawndale Rock Quarry |
|---|---|---|---|
| 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 | Cold Feed Sampling Device | |
| Where the material sample would have been placed if not sampled | 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: 2022-09-02-57
DIME Test ID: 2022-09-02-57-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-09-16
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: Measured
Tester's full name: Ward Jenkins
Date of test: 09/07/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5516.6 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 46.0 grams | 99.2 % | |||||
| 1086.0 grams | 80.3 % | |||||
| 1766.0 grams | 68 % | |||||
| 2583 grams | 53.2 % | |||||
| 3007.0 grams | 45.5 % | |||||
| 206.3 grams | 27.3 % | |||||
| 334.7 grams | 15.9 % | |||||
| 397.6 grams | 10.4 % | |||||
| 431.3 grams | 7.4 % | |||||
| 452.1 grams | 5.6 % | |||||
| 465.1 grams | 4.42 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2022 ✔