Summary for Test 2024-05-20-125-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
| Award Date | 10/22/2021 |
| Closeout Date | Not set |
| Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
| Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
| Sample Taken Date | 05/20/2024 | Sample Unique Key | 125 |
|---|---|---|---|
| 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 | 05/20/2024 |
| Sample type | Verification | A brief description of the sample | 3/8" RAP |
| 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 | Jarid | Last name of sampler or witnessed by | Kupelian |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | 0014 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fisher Sand & Gravel | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-06-2: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2024-05-20-125-1 |
| 2024-06-4: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-05-20-125-1 |
| 2024-06-5: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-05-20-125-1 |
Test Details
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DIME Sample ID: 2024-05-20-125
DIME Test ID: 2024-05-20-125-1
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: 2024-05-20
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: 06/04/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1,986.0 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 22.2 grams | 0.2 % | 99 % | ||||
| 143.3 grams | -5.1 % | 88 % | ||||
| 304.6 grams | -5.1 % | 80 % | ||||
| 654.7 grams | -6.5 % | 61 % | ||||
| 884.5 grams | -3.0 % | 52 % | ||||
| 1,110.9 grams | -2.4 % | 42 % | ||||
| 1,307.1 grams | -2.4 % | 32 % | ||||
| 1,490.0 grams | -2.7 % | 22 % | ||||
| 1,650.2 grams | -2.5 % | 14 % | ||||
| 1,773.9 grams | -2.1 % | 8.6 % | ||||
| 1,827.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CF-R82 RAP
Test was verified on 6/4/2024 ✔