Summary for Test 2023-08-15-95-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-67.8/77.8 |
| Award Date | 02/09/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | BURNEY CAPM - PAVEMENT REHABILITATION |
| Location Description | BUNCH GRASS LOOKOUT RD TO NAPA LN |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 08/15/2023 | Sample Unique Key | 95 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/15/2023 | Sample type | Production Start-Up |
| A brief description of the sample | Lime Treated 3/4-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 | |
| Telephone number of sampler | Laboratory sample identification | D79327 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 857913 | 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) | 95-45-0017::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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-08-15-95
DIME Test ID: 2023-08-15-95-1
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: 2024-02-13
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 Ferency
Date of test: 08/17/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5117.1 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 34.0 grams | 99 % | |||||
| 848.0 grams | 83 % | |||||
| 1590.0 grams | 69 % | |||||
| 3231.0 grams | 37 % | |||||
| 488.4 grams | ||||||
| 246.9 grams | 18 % | |||||
| 356.1 grams | 10 % | |||||
| 402.2 grams | 7 % | |||||
| 425.5 grams | 5 % | |||||
| 440.3 grams | 4 % | |||||
| 450.4 grams | 2.9 % | |||||
| 455.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): P1″=100.%,
P¾″=99%,
P½″=83%,
P⅜″=69%,
P№4=37%,
P№8=18%,
P№200=2.9%
Test was verified on 2/13/2024 ✔