Summary for Test 2024-09-17-16-1
Test performed: AASHTO T30-19Project 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 | 09/17/2024 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 09/17/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/8” aggregate |
| The quantity of what the sample constitutes | 1 bag of rap | From where was the sample collected | Source |
| First name of sampler or witnessed by | Dylan | Last name of sampler or witnessed by | Carapazza |
| Title of sampler | Consultant QA | Telephone number of sampler | |
| Laboratory sample identification | RAP9 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite 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) | Granite solari |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/8” rap | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Belt device at plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-09-34: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-09-17-16-1 |
| 2024-09-35: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-09-17-16-1 |
| 2024-09-36: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-09-17-16-1 |
Test Details
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DIME Sample ID: 2024-09-17-16
DIME Test ID: 2024-09-17-16-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2024-09-18
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 09/18/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1249.4 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | -0.4 % | 100 % | ||||
| 221.2 grams | -3.7 % | 79 % | ||||
| 465.3 grams | -2.7 % | 60 % | ||||
| 636.8 grams | -2.0 % | 47 % | ||||
| 778.3 grams | -2.0 % | 36 % | ||||
| 929.5 grams | -1.7 % | 24 % | ||||
| 1031.3 grams | -0.9 % | 17 % | ||||
| 1093.4 grams | -0.7 % | 11.8 % | ||||
| 1101.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-25 RAP
Test was verified on 9/18/2024 ✔