Summary for Test 2024-07-22-80-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995221 DEA: 024H0004 EFIS: 0218000067 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-97,161-45.0/54.1,0.0/0.8 |
| Award Date | 02/23/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT, PAVEMENT DELINEATION, & ELECTRICAL WORK. |
| Location Description | SISKIYOU COUNTY IN AND NEAR DORRIS ON ROUTE 97 FROM 0.3 MILE SOUTH OF SAMS NECK ROAD TO OREGON STATE LINE AND ON ROUTE 161 FROM ROUTE 97 TO 0.6 MILE EAST OF INDIAN TOM LAKE ROAD |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 07/22/2024 | Sample Unique Key | 80 |
|---|---|---|---|
| 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 | 07/23/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of 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 | Dalton | Last name of sampler or witnessed by | Esget |
| Title of sampler | CGI | Telephone number of sampler | |
| Laboratory sample identification | D79656A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Rocky Mnt Const. | Transportation Laboratory (TL) Number | 891202 |
| 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) | Rocky Mnt Const. |
|---|---|---|---|
| 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 | Plant | |
| 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 |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-09-27: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2024-07-22-80-1 |
Test Details
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DIME Sample ID: 2024-07-22-80
DIME Test ID: 2024-07-22-80-1
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: 2024-09-17
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: Josh Ferency
Date of test: 07/24/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2476.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 103.7 grams | 96 % | |||||
| 392.9 grams | 84 % | |||||
| 1193.3 grams | 52 % | |||||
| 514.6 grams | ||||||
| 206.9 grams | 31 % | |||||
| 312.1 grams | 20 % | |||||
| 377.7 grams | 14 % | |||||
| 419.3 grams | 10 % | |||||
| 447.7 grams | 7 % | |||||
| 465.5 grams | 5 % | |||||
| 467.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/17/2024 ✔