Summary for Test 2023-07-17-69-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994386 DEA: 023J7404 EFIS: 0222000079 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-395-92.0/98.5 |
| Award Date | 01/04/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND RECESSED THERMOPLASTIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 16 MILES SOUTH OF RAVENDALE FROM 0.1 MILE NORTH OF KARLO ROAD TO 1.5 MILES SOUTH OF RAMHORN ROAD |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 07/17/2023 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 07/18/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Combined Lime Treated 3/4-inch Virgin Aggregate from Cold Feed |
| 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 | Randy | Last name of sampler or witnessed by | Bibbens |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79300A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 850961 |
| 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) | 91-18-0008::Ward Lake Pit (Litchfield, CA) |
|---|---|---|---|
| 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 | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-07-17-69
DIME Test ID: 2023-07-17-69-1
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: 2023-12-07
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): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/20/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5046 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 248.0 grams | 95 % | |||||
| 1275.0 grams | 75 % | |||||
| 1717.0 grams | 66 % | |||||
| 3092.0 grams | 39 % | |||||
| 497.2 grams | ||||||
| 185.4 grams | 24 % | |||||
| 294.8 grams | 16 % | |||||
| 358.2 grams | 11 % | |||||
| 397.9 grams | 8 % | |||||
| 424.6 grams | 6 % | |||||
| 440.0 grams | 4.5 % | |||||
| 440.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/7/2023 ✔