Summary for Test 2023-05-16-69-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994844 DEA: 023J7904 EFIS: 0222000084 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-0/R5.7 |
| Award Date | Not set |
| Closeout Date | 04/16/2024 |
| Work Description | Pavement Preservation (State Funded) Many Buckhorns Mill & Fill |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 05/16/2023 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 05/16/2023 |
| Sample type | Verification | A brief description of the sample | 3 bags of Untreated 1/2-inch Sized Virgin Aggregate |
| The quantity of what the sample constitutes | JMF 23-02-S01 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79230A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 858109 |
| 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 - Redding, CA |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2-Inch | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Stockpile at Plant | |
| 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 |
Test Details
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DIME Sample ID: 2023-05-16-69
DIME Test ID: 2023-05-16-69-2
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: 2023-06-27
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): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 05/17/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5352.5 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 13.0 grams | 100 % | |||||
| 1318.0 grams | 75 % | |||||
| 4127.0 grams | 23 % | |||||
| 5313.0 grams | 1 % | |||||
| 39.5 grams | ||||||
| 5.6 grams | 1 % | |||||
| 7.9 grams | 1 % | |||||
| 9.6 grams | 1 % | |||||
| 11.5 grams | 1 % | |||||
| 15.2 grams | 1 % | |||||
| 19.2 grams | 0.5 % | |||||
| 19.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/27/2023 ✔