Summary for Test 2022-07-14-75-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993112 DEA: 021H4704 EFIS: 0216000044 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-36.3/41.6 |
| Award Date | 10/06/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | ROADWAY EXCAVATION, HMA (TYPE A), CULVERT WORK AND RSP. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM NINE MILE HILL OVERCROSSING TO 0.1 MILE NORTH OF BOWMAN ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 07/14/2022 | Sample Unique Key | 75 |
|---|---|---|---|
| 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 | 07/15/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 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 | JD | Last name of sampler or witnessed by | Atkinson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79095A | Linked DIME Sample ID | 2022-07-14-74, 2022-07-14-76 |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 037266 |
| 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: 2022-07-14-75
DIME Test ID: 2022-07-14-75-1
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: 2022-07-29
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: 07/18/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5123.9 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 580.0 grams | 88.7 % | |||||
| 1794.0 grams | 65 % | |||||
| 2928 grams | 42.9 % | |||||
| 3330.0 grams | 35 % | |||||
| 191.0 grams | 21.6 % | |||||
| 295.7 grams | 14.2 % | |||||
| 356.8 grams | 9.9 % | |||||
| 395.6 grams | 7.2 % | |||||
| 421.3 grams | 5.4 % | |||||
| 437.6 grams | 4.27 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/29/2022 ✔