Summary for Test 2024-08-19-93-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000089 DEA: 024J8904 EFIS: 0223000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-6.0/R12.6 |
| Award Date | 04/04/2024 |
| Closeout Date | Not set |
| Work Description | RHMA (GAP GRADED) OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TEHAMA COUNTY NEAR PLATINA FROM 3.3 MILES WEST OF VESTAL ROAD TO 2.3 MILES EAST OF DRY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/19/2024 | Sample Unique Key | 93 |
|---|---|---|---|
| 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 | 09/09/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" Coldfeed |
| The quantity of what the sample constitutes | 2 Bags Coldfeed Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Williams |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | D79707A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River, Orland | Transportation Laboratory (TL) Number | 895205 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-11-0007 |
|---|---|---|---|
| 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 |
|---|---|---|
| 2024-09-42: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2024-08-19-93-1 |
Test Details
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DIME Sample ID: 2024-08-19-93
DIME Test ID: 2024-08-19-93-1
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: 2024-09-19
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: 09/12/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5260.6 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 158 grams | 97 % | |||||
| 1219 grams | 77 % | |||||
| 2001 grams | 62 % | |||||
| 3134 grams | 40 % | |||||
| 522.2 grams | ||||||
| 174.9 grams | 27 % | |||||
| 292.7 grams | 18 % | |||||
| 365 grams | 12 % | |||||
| 416.8 grams | 8 % | |||||
| 457.2 grams | 5 % | |||||
| 483 grams | 3 % | |||||
| 484.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/19/2024 ✔