Summary for Test 2020-06-11-55-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213887 DEA: 024H2604 EFIS: 0218000100 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-97-R11.5/17.1 |
| Award Date | 03/15/2019 |
| Closeout Date | 01/04/2021 |
| Work Description | COLD PLANE AC, REPLACE AC SURFACING, PLACE AC, RUMBLE STRIP & STRIPE. |
| Location Description | SISKIYOU COUNTY ABOUT 12 MILES NORTH OF WEED FROM YELLOW BUTTE ROAD TO 0.6 MILE NORTH OF DEER MOUNTAIN ROAD |
| QA Service Level | 1 (Verified on 04/03/2019) |
Sample Information
| Sample Taken Date | 06/11/2020 | Sample Unique Key | 55 |
|---|---|---|---|
| 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 | 06/11/2020 |
| Sample type | Verification | A brief description of the sample | 3/8 inch Sized Untreated Virgin Aggregate |
| The quantity of what the sample constitutes | JMF | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ashton | Last name of sampler or witnessed by | Erickson |
| Title of sampler | RMC QC | Telephone number of sampler | |
| Laboratory sample identification | D78473B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Truax Quarry | Transportation Laboratory (TL) Number | 990768 |
| 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) | 91-47-0037 |
|---|---|---|---|
| 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 | Sized Untreated Aggregate Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | JMF 19-24-S3 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-11-55
DIME Test ID: 2020-06-11-55-1
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: 2020-09-15
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: K. Spliethof and McCormick
Date of test: 06/13/2020
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2605.8 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 4.0 grams | 99.8 % | |||||
| 425 grams | 83.7 % | |||||
| 1384.0 grams | 46.9 % | |||||
| 418.8 grams | 8.2 % | |||||
| 467.9 grams | 3.7 % | |||||
| 479.0 grams | 2.7 % | |||||
| 483.0 grams | 2.3 % | |||||
| 486.1 grams | 2 % | |||||
| 489.5 grams | 1.68 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/15/2020 ✔