Summary for Test 2023-06-12-64-1
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 | 06/12/2023 | Sample Unique Key | 64 |
|---|---|---|---|
| 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 | 06/12/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Lime Treated 1/2-inch Type G Aggregate |
| 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79262 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 867313 |
| 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 | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Cold Feed | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-06-12-64
DIME Test ID: 2023-06-12-64-1
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: 2023-07-29
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: Josh Murphy and Joe Mishoe
Date of test: 06/13/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2626.5 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 105.4 grams | 96 % | |||||
| 355.4 grams | 86 % | |||||
| 1442.4 grams | 45 % | |||||
| 500 grams | ||||||
| 237.1 grams | 24 % | |||||
| 330.8 grams | 15 % | |||||
| 375.4 grams | 11 % | |||||
| 402.8 grams | 9 % | |||||
| 421.2 grams | 7 % | |||||
| 434.2 grams | 5.9 % | |||||
| 438.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): P¾″=100%,
P½″=96%,
P⅜″=86%,
P№4=45%,
P№8=24%,
P№200=5.9%
Test was verified on 7/29/2023 ✔