Summary for Test 2023-07-10-69-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994544 DEA: 023J8204 EFIS: 0222000087 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R19.0/R25.3 |
| Award Date | 05/11/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED). |
| Location Description | SISKIYOU COUNTY IN AND NEAR WEED FROM 0.1 MILE SOUTH OF ROUTE 97 TO 0.1 MILE NORTH OF NORTH EDGEWOOD OVERHEAD |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 07/10/2023 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 07/10/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Lime Treated 1/2-inch Type G 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 | Randy | Last name of sampler or witnessed by | Bibbens |
| Title of sampler | CGI | Telephone number of sampler | |
| Laboratory sample identification | D79287 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 897595 |
| 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 |
|---|---|---|---|
| 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 | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-07-10-69
DIME Test ID: 2023-07-10-69-1
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: 2023-11-02
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: Josh Ferency
Date of test: 07/14/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2186.9 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 86.5 grams | 96 % | |||||
| 379.6 grams | 83 % | |||||
| 1266.4 grams | 42 % | |||||
| 523.7 grams | ||||||
| 277.2 grams | 20 % | |||||
| 385.0 grams | 11 % | |||||
| 433.6 grams | 7 % | |||||
| 458.6 grams | 5 % | |||||
| 474.6 grams | 4 % | |||||
| 484.8 grams | 3.1 % | |||||
| 487.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): P¾″=100.%,
P½″=96%,
P⅜″=83%,
P№4=42%,
P№8=20.%,
P№200=3.1%
Test was verified on 11/2/2023 ✔