Summary for Test 2024-05-20-177-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212778 DEA: 023H6504 EFIS: 0218000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-25.2/38.6 |
| Award Date | 10/13/2023 |
| Closeout Date | 06/12/2025 |
| Work Description | HMA, THERMOPLASTIC TRAFFIC STRIPE, COLD PLANE AC PAVEMENT, GUARDRAIL. |
| Location Description | SISKIYOU COUNTY ABOUT 5.0 MILES NORTH OF WEED FROM NORTH EDGEWOOD OVERHEAD TO 0.2 MILE NORTH OF GRENADA OVERCROSSING |
| QA Service Level | 1 (Verified on 02/27/2019) |
Sample Information
| Sample Taken Date | 05/20/2024 | Sample Unique Key | 177 |
|---|---|---|---|
| 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 | Acceptance | A brief description of the sample | Combined Lime Treated Virgin 3/4-inch Aggregate |
| The quantity of what the sample constitutes | 208 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Riley | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79541A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 899688 |
| 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) | 95-45-0017::Fawndale Rock Quarry - Redding, CA |
|---|---|---|---|
| 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 | Cold Feed | |
| 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 |
|---|---|---|
| 2024-12-11: JMF 24-09-002 | 1 | 2024-05-20-177-1 |
Test Details
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DIME Sample ID: 2024-05-20-177
DIME Test ID: 2024-05-20-177-1
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: 2024-12-24
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): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Joe Mishoe
Date of test: 05/29/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5043.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 34.0 grams | 99 % | |||||
| 1317.0 grams | 74 % | |||||
| 1749.0 grams | 65 % | |||||
| 3135.0 grams | 38 % | |||||
| 498.9 grams | ||||||
| 202.1 grams | 23 % | |||||
| 313.5 grams | 14 % | |||||
| 375.6 grams | 9 % | |||||
| 411.2 grams | 7 % | |||||
| 433.3 grams | 5 % | |||||
| 447.4 grams | 3.9 % | |||||
| 451.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/24/2024 ✔