Summary for Test 2022-09-09-51-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993505 DEA: 022J4404 EFIS: 0221000078 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-38.0/43.0 |
| Award Date | 03/07/2022 |
| Closeout Date | 05/24/2023 |
| Work Description | REPLACE AC SURFACING, ASPHALT RUBBER BINDER, SEAL COAT & HMA OVERLAY. |
| Location Description | LASSEN COUNTY ABOUT 37 MILES NORTH OF SUSANVILLE FROM 4.3 MILES NORTH OF SOUTH GRASSHOPPER ROAD TO 0. 2 MILE SOUTH OF TERMO GRASSHOPPER ROAD |
| QA Service Level | 1 (Verified on 01/18/2022) |
Sample Information
| Sample Taken Date | 09/09/2022 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 09/09/2022 |
| Sample type | Acceptance | A brief description of the sample | 3 bags of Combined Lime Treated 1/2-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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79156A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Shaw Pit Facility (Lookout, CA) | Transportation Laboratory (TL) Number | 841606 |
| 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) | 91-25-0008::Shaw Pit |
|---|---|---|---|
| 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 Conveyer Stream | |
| 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: 2022-09-09-51
DIME Test ID: 2022-09-09-51-1
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: 2022-09-27
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: 09/13/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2724.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 158.7 grams | 94.2 % | |||||
| 629.0 grams | 76.9 % | |||||
| 1171.2 grams | 57 % | |||||
| 1456.5 grams | 46.5 % | |||||
| 508.2 grams | 27.9 % | |||||
| 784.2 grams | 17.7 % | |||||
| 943.5 grams | 11.9 % | |||||
| 1043.6 grams | 8.2 % | |||||
| 1103.7 grams | 6 % | |||||
| 1139.5 grams | 4.72 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/27/2022 ✔