Summary for Test 2022-08-11-52-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993439 DEA: 022J4204 EFIS: 0221000076 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-R26.3/29.8 |
| Award Date | 02/07/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | HMA OVERLAY AND REPLACE AC SURFACING. |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM BROWNS CREEK BRIDGE TO READING CREEK BRIDGE |
| QA Service Level | 1 (Verified on 12/13/2021) |
Sample Information
| Sample Taken Date | 08/11/2022 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 08/11/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 3 bags of Lime Treated 3/8-inch Virgin 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 | JD | Last name of sampler or witnessed by | Atkinson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79125A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858102 |
| 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) | 91-45-0057::Shasta Ranch Aggregates |
|---|---|---|---|
| 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 at Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-11-52
DIME Test ID: 2022-08-11-52-1
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: 2022-08-26
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: Khue Yang and Arthur Mills
Date of test: 08/12/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1092.7 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1.2 grams | 99.9 % | |||||
| 262.9 grams | 75.9 % | |||||
| 466.0 grams | 57.4 % | |||||
| 210.1 grams | 32.9 % | |||||
| 306.8 grams | 21.7 % | |||||
| 366.3 grams | 14.8 % | |||||
| 406.0 grams | 10.1 % | |||||
| 431.7 grams | 7.1 % | |||||
| 447.0 grams | 5.36 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2022 ✔