Summary for Test 2021-06-21-68-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212245 DEA: 024F8604 EFIS: 0213000043 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-26.7/27.1 |
| Award Date | 11/02/2018 |
| Closeout Date | 05/23/2022 |
| Work Description | ROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION |
| Location Description | TRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3 |
| QA Service Level | 1 (Verified on 03/21/2017) |
Sample Information
| Sample Taken Date | 06/21/2021 | Sample Unique Key | 68 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 06/21/2021 |
| Sample type | Department 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 | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78851A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | |
| 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 |
|---|---|---|---|
| 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 | Not set |
Test Details
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DIME Sample ID: 2021-06-21-68
DIME Test ID: 2021-06-21-68-1
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: 2022-01-25
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/22/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5285.8 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 29.0 grams | 99.5 % | |||||
| 1150.0 grams | 78.2 % | |||||
| 1770.0 grams | 66.5 % | |||||
| 2585 grams | 51.1 % | |||||
| 2936.0 grams | 44.5 % | |||||
| 212.1 grams | 25.9 % | |||||
| 336.7 grams | 14.9 % | |||||
| 401.0 grams | 9.3 % | |||||
| 435.8 grams | 6.2 % | |||||
| 456.3 grams | 4.4 % | |||||
| 467.7 grams | 3.43 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/25/2022 ✔