Summary for Test 2022-07-24-3-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993659 DEA: 021J4204 EFIS: 0220000076 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-273-11.8/12.6 |
| Award Date | 05/10/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | CONSTRUCT HMA STRUCTURAL SHOULDER SECTIONS AND MODIFY SIGNAL SYSTEM. |
| Location Description | SHASTA COUNTY IN REDDING FROM CLEAR CREEK ROAD TO 0.4 MILE NORTH OF WESTWOOD AVENUE |
| QA Service Level | 1 (Verified on 04/05/2022) |
Sample Information
| Sample Taken Date | 07/24/2022 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 07/26/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 4 bags of Lime Treated 3/4-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 | J.D. | Last name of sampler or witnessed by | Atkinson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79114A | Linked DIME Sample ID | 2022-07-24-2, 2022-07-24-4 |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 037275 |
| 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 Sampling Device at 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 | Not set |
Test Details
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DIME Sample ID: 2022-07-24-3
DIME Test ID: 2022-07-24-3-1
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: 2022-08-04
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
Date of test: 07/28/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5899.4 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 618.0 grams | 89.5 % | |||||
| 2116.0 grams | 64.1 % | |||||
| 3328 grams | 43.6 % | |||||
| 3773.0 grams | 36 % | |||||
| 178.6 grams | 22.7 % | |||||
| 283.1 grams | 15 % | |||||
| 346.8 grams | 10.3 % | |||||
| 391.1 grams | 7 % | |||||
| 418.8 grams | 4.9 % | |||||
| 437.4 grams | 3.55 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/4/2022 ✔