Summary for Test 2024-09-26-8-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 995450 DEA: 09368004 EFIS: 0917000011 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-91.6/93.4 |
| Award Date | 02/29/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT (TYPE A), RAIL ELEMENT WALL, AND ROADWAY EXCAVATION. |
| Location Description | MONO COUNTY ABOUT 16 MILES NORTH OF BRIDGEPORT FROM BURCHAM FLAT ROAD TO 0.3 MILE SOUTH OF ROUTE 108 |
| QA Service Level | 1 (Verified on 01/18/2024) |
Sample Information
| Sample Taken Date | 09/26/2024 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 09/26/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/4" Coldfeed |
| The quantity of what the sample constitutes | 1 Bag of Coldfeed & 1 Bag of RAP | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Jeff | Last name of sampler or witnessed by | Puente |
| Title of sampler | QA | Telephone number of sampler | |
| Laboratory sample identification | Coldfeed 18 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Lee Vining | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Hwy 395 / Sonora Junction | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Granite Lee Vining |
|---|---|---|---|
| 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 | Windrow at the Plant | |
| 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 |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-09-72: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-09-26-8-3 |
| 2024-10-1: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-09-26-8-3 |
| 2024-10-2: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-09-26-8-3 |
Test Details
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DIME Sample ID: 2024-09-26-8
DIME Test ID: 2024-09-26-8-3
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: 2024-09-30
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: 09/30/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1498.0 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 | -0.1 % | 100 % | ||||
| 486.4 grams | 5.2 % | 73 % | ||||
| 820.4 grams | 2.3 % | 48 % | ||||
| 1019.5 grams | -1.1 % | 31 % | ||||
| 1148.0 grams | -5.6 % | 18 % | ||||
| 1250.5 grams | -4.2 % | 12 % | ||||
| 1322.0 grams | -2.2 % | 10 % | ||||
| 1372.4 grams | -1.3 % | 7.1 % | ||||
| 1385.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-18 RAP
Test was verified on 9/30/2024 ✔