Summary for Test 2024-09-09-59-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995443 DEA: 024J9104 EFIS: 0223000086 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-30.2/36.9 |
| Award Date | 04/02/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | PLACE RUBBERIZED HOT MIX ASPHALT (GAP GRADED). |
| Location Description | TRINITY COUNTY NEAR BIG FLAT FROM 0.6 MILE EAST OF SKUNK POINT CAMPGROUND TO NORTH FORK TRINITY RIVER BRIDGE |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 09/09/2024 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 09/09/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" Coldfeed Agg |
| The quantity of what the sample constitutes | 2 Bags Coldfeed Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Terry | Last name of sampler or witnessed by | McCormick |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79709 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 858025 |
| 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 |
|---|---|---|---|
| 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 | Plant | |
| 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 |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-09-26: HMA Aggregates (Size 1/2"): RHMA-G - Continuous Mixing Plant - Sieve Analysis Without RAP | 1 | 2024-09-09-59-1 |
Test Details
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DIME Sample ID: 2024-09-09-59
DIME Test ID: 2024-09-09-59-1
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: 2024-09-17
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: 09/17/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2801.6 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 131.7 grams | 95 % | |||||
| 520.3 grams | 81 % | |||||
| 1797.1 grams | 36 % | |||||
| 502.2 grams | ||||||
| 238.7 grams | 19 % | |||||
| 344.3 grams | 11 % | |||||
| 397.1 grams | 8 % | |||||
| 426.3 grams | 5 % | |||||
| 444.4 grams | 4 % | |||||
| 456.8 grams | 3.3 % | |||||
| 458.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): P¾"=100%, P½"=95%, P⅜=81%, PNo4=36%, PNo8=19, PNo200=3.3%
Test was verified on 9/17/2024 ✔