Summary for Test 2022-03-17-22-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/17/2022 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 03/21/2022 |
| Sample type | Annual Source Testing | A brief description of the sample | 3 bags of Untreated 5/8″ Sized Virgin Aggregate for use in 3/4-inch Type A HMA |
| The quantity of what the sample constitutes | JMF Verification | 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 | D79009A | Linked DIME Sample ID | 2022-03-17-25 |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 708110 |
| 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 | Sized Untreated Aggregate Stockpile | |
| 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: 2022-03-17-22
DIME Test ID: 2022-03-17-22-1
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: 2022-04-18
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 Dorado
Date of test: 03/22/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5291.5 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 24.0 grams | 99.5 % | |||||
| 24.0 grams | 99.5 % | |||||
| 1200.0 grams | 77.3 % | |||||
| 3910.0 grams | 26.1 % | |||||
| 5130 grams | 3.1 % | |||||
| 5171.0 grams | 2.3 % | |||||
| 32.8 grams | 1.7 % | |||||
| 46.7 grams | 1.4 % | |||||
| 54.9 grams | 1.3 % | |||||
| 62.9 grams | 1.1 % | |||||
| 71.8 grams | 0.9 % | |||||
| 80.5 grams | 0.76 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/18/2022 ✔