Summary for Test 2025-05-06-81-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995002 DEA: 010H5804 EFIS: 0117000238 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-R7.6/R29.2 |
| Award Date | 09/25/2023 |
| Closeout Date | Not set |
| Work Description | RHMA, HMA AND REPLACE AC SURFACING. |
| Location Description | HUMBOLDT COUNTY AT VARIOUS LOCATIONS FROM 0.5 MILE EAST OF BLUE LAKE BOULEVARD TO 0.1 MILE EAST OF TITLOW HILL ROW |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 05/06/2025 | Sample Unique Key | 81 |
|---|---|---|---|
| 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 | 05/12/2025 |
| Sample type | Acceptance | A brief description of the sample | 1/2-inch Type G Aggregate |
| The quantity of what the sample constitutes | 750 tons/1 day | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | G. | Last name of sampler or witnessed by | Thorpe |
| Title of sampler | Inspector | Telephone number of sampler | |
| Laboratory sample identification | D79874 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Kernen Construction — Hatchery Lane Facility (Arcata, CA) | Transportation Laboratory (TL) Number | 972444 |
| 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) | 91-12-0066::Ford Ranch Rock Quarrys |
|---|---|---|---|
| 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 | 1 | |
| Sublot number | 17 | Aggregate Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2025-06-10: JMF 25-04-001 | 1 | 2025-05-06-81-1 |
Test Details
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DIME Sample ID: 2025-05-06-81
DIME Test ID: 2025-05-06-81-1
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: 2025-06-12
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: Ward Jenkins
Date of test: 06/12/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2180.4 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 137.9 grams | 94 % | |||||
| 434.2 grams | 80 % | |||||
| 1389.1 grams | 36 % | |||||
| 497.3 grams | ||||||
| 218.2 grams | 20 % | |||||
| 306.8 grams | 14 % | |||||
| 364.1 grams | 10 % | |||||
| 408.7 grams | 6 % | |||||
| 439.6 grams | 4 % | |||||
| 456.5 grams | 3 % | |||||
| 456.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/12/2025 ✔