Summary for Test 2024-08-12-64-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995051 DEA: 023H6804 EFIS: 0218000006 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R28.8/R44.1 |
| Award Date | 10/26/2023 |
| Closeout Date | 09/24/2025 |
| Work Description | PLACE RHMA, PAINT TRAFFIC STRIPE, & INSTALL FIBER OPTIC CABLE SYSTEM. |
| Location Description | SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE CITY FROM PIT RIVER BRIDGE TO 1.2 MILES SOUTH OF DOG CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 08/12/2024 | 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 | 08/13/2024 |
| Sample type | Acceptance | A brief description of the sample | 1 bag lime treated 3/4-inch virgin aggregate for use in 3/4-inch Type A HMA |
| The quantity of what the sample constitutes | 1 bag Coldfeed | 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 | D79687A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 851379 |
| 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 | 3/4 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 |
|---|---|---|
| 2024-08-17: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2024-08-12-64-1 |
Test Details
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DIME Sample ID: 2024-08-12-64
DIME Test ID: 2024-08-12-64-1
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: 2024-08-21
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: 08/21/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5148.8 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 29.0 grams | 99 % | |||||
| 664.0 grams | 87 % | |||||
| 1230.0 grams | 76 % | |||||
| 3047.0 grams | 41 % | |||||
| 513.5 grams | ||||||
| 238.4 grams | 22 % | |||||
| 340.2 grams | 14 % | |||||
| 395.6 grams | 9 % | |||||
| 428.2 grams | 7 % | |||||
| 448.9 grams | 5 % | |||||
| 463.1 grams | 4 % | |||||
| 466.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/21/2024 ✔