Summary for Test 2021-05-06-26-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214874 DEA: 022H0504 EFIS: 0216000093 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-36-R34.8/R35.4 |
| Award Date | 05/27/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | REALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL. |
| Location Description | TRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 05/26/2020) |
Sample Information
| Sample Taken Date | 05/06/2021 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 05/06/2021 |
| Sample type | Acceptance | A brief description of the sample | Treated Virgin 3/4-inch Type A 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 | D78792A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | Transportation Laboratory (TL) Number | 768790 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-11-0007 |
|---|---|---|---|
| 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 | JMF 20-02-P03 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-05-06-26
DIME Test ID: 2021-05-06-26-1
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: 2021-07-02
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: Karen Rios Dorado
Date of test: 05/07/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6640 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 191.0 grams | 97.1 % | |||||
| 1578.0 grams | 76.2 % | |||||
| 2386.0 grams | 64.1 % | |||||
| 3336 grams | 49.8 % | |||||
| 3814.0 grams | 42.6 % | |||||
| 191.6 grams | 26.6 % | |||||
| 305.5 grams | 17.1 % | |||||
| 374.9 grams | 11.2 % | |||||
| 422.5 grams | 7.3 % | |||||
| 458.7 grams | 4.2 % | |||||
| 478.8 grams | 2.56 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2021 ✔