Summary for Test 2024-07-22-69-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994636 DEA: 022J9604 EFIS: 0221000153 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-VAR |
| Award Date | 05/25/2023 |
| Closeout Date | 01/24/2025 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS. |
| Location Description | SISKIYOU COUNTY AT VARIOUS LOCATIONS FROM OAK STREET UNDERCROSSING TO KLAMATH RIVER BRIDGE AND SEPARATION BRIDGE NO. 02-0134R |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 07/22/2024 | 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 | 07/22/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Combined Lime Treated 3/4-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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79651A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 858053 |
| 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) | 91-45-0017 |
|---|---|---|---|
| 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 | Plant | |
| 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 |
|---|---|---|
| 2024-07-43: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2024-07-22-69-1 |
Test Details
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DIME Sample ID: 2024-07-22-69
DIME Test ID: 2024-07-22-69-1
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: 2024-07-31
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: 07/23/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5267.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 115.0 grams | 98 % | |||||
| 1177.0 grams | 78 % | |||||
| 1751.0 grams | 67 % | |||||
| 3257.0 grams | 38 % | |||||
| 516.9 grams | ||||||
| 201.1 grams | 23 % | |||||
| 312.3 grams | 15 % | |||||
| 374.0 grams | 11 % | |||||
| 413.0 grams | 8 % | |||||
| 439.0 grams | 6 % | |||||
| 456.9 grams | 4.4 % | |||||
| 460.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/31/2024 ✔