Summary for Test 2024-08-29-25-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000165 DEA: 09392504 EFIS: 0923000029 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-R17.2/25.8 |
| Award Date | 06/26/2024 |
| Closeout Date | 12/02/2024 |
| Work Description | HOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING. |
| Location Description | INYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/29/2024 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 08/30/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/4" Shoulder Backing |
| The quantity of what the sample constitutes | Shoulder Backing 01 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Hubbart |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | SB-1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Solari Plant | Transportation Laboratory (TL) Number | |
| 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) | 00-00-0000 |
|---|---|---|---|
| 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 | Hwy 395 Shoulder NB #2 Lane | |
| 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: 2024-08-29-25
DIME Test ID: 2024-08-29-25-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-09-03
Test Results
What type of gradation is being tested?: Combined 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: Derek Carrington
Date of test: 09/03/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5080.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 77.2 grams | 98 % | |||||
| 1342.2 grams | 74 % | |||||
| 1757.6 grams | 65 % | |||||
| 2349.0 grams | 54 % | |||||
| 495.2 grams | ||||||
| 100.4 grams | 43 % | |||||
| 171.1 grams | 35 % | |||||
| 235.0 grams | 28 % | |||||
| 295.3 grams | 22 % | |||||
| 337.6 grams | 17 % | |||||
| 392.1 grams | 11.2 % | |||||
| 404.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): SB-01 Sample Meets Specification
Test was verified on 9/3/2024 ✔