Summary for Test 2022-07-20-59-1
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 | 07/20/2022 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 07/21/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Lime Treated 1/2-inch OGFC 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 | Tullis QC Tester | Last name of sampler or witnessed by | . |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79106 | Linked DIME Sample ID | 2022-07-20-58 |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 037268 |
| 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 | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-20-59
DIME Test ID: 2022-07-20-59-1
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: 2022-08-09
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: 07/21/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 3333.7 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 228.0 grams | 93.2 % | |||||
| 746.0 grams | 77.6 % | |||||
| 1824 grams | 45.3 % | |||||
| 2459.0 grams | 26.2 % | |||||
| 281.1 grams | 11.4 % | |||||
| 351.5 grams | 7.7 % | |||||
| 389.5 grams | 5.7 % | |||||
| 414.7 grams | 4.3 % | |||||
| 432.1 grams | 3.4 % | |||||
| 444.5 grams | 2.76 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/9/2022 ✔