Summary for Test 2024-05-14-120-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995285 DEA: 024H7804 EFIS: 0219000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-89-22.0/30.6 |
| Award Date | 02/23/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | PLACE HMA, SHOULDER BACKING AND THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | SHASTA COUNTY ABOUT 6 MILES EAST OF BURNEY FROM 0.2 MILE NORTH OF ROUTE 299 TO 0.6 MILE NORTH OF LAKE BRITTON ROAD |
| QA Service Level | 1 (Verified on 12/04/2023) |
Sample Information
| Sample Taken Date | 05/14/2024 | Sample Unique Key | 120 |
|---|---|---|---|
| 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 | 05/14/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1 bag 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 | CGI | Last name of sampler or witnessed by | Hat Creek |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79528 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit Facility (Lookout, CA) | Transportation Laboratory (TL) Number | 876854 |
| 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) | 91-25-0008::Shaw Pit (Lookout, 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 |
|---|---|---|
| 2024-11-7: JMF 24-08-P01 | 1 | 2024-05-14-120-1 |
Test Details
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DIME Sample ID: 2024-05-14-120
DIME Test ID: 2024-05-14-120-1
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: 2024-11-08
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: Colt Sweeny
Date of test: 05/16/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 4981.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 211.0 grams | 96 % | |||||
| 1298.0 grams | 74 % | |||||
| 1799.0 grams | 64 % | |||||
| 3075.0 grams | 38 % | |||||
| 488.2 grams | ||||||
| 203.5 grams | 22 % | |||||
| 327.3 grams | 13 % | |||||
| 385.8 grams | 8 % | |||||
| 417.1 grams | 6 % | |||||
| 436.4 grams | 4 % | |||||
| 447.2 grams | 3.2 % | |||||
| 448.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/8/2024 ✔