Summary for Test 2021-10-14-37-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215403 DEA: 021H4004 EFIS: 0216000042 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R8.3 |
| Award Date | 03/02/2021 |
| Closeout Date | 02/28/2022 |
| Work Description | PLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA. |
| Location Description | SISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/07/2021) |
Sample Information
| Sample Taken Date | 10/14/2021 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 10/14/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 Inch Lime Treated Coldfeed |
| The quantity of what the sample constitutes | 2 Bags Coldfeed for PSE | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Unknown | Telephone number of sampler | |
| Laboratory sample identification | D78959 | Linked DIME Sample ID | 2021-10-14-38, 2021-10-14-39 |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 853084 |
| 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 | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt |
| Where the material sample would have been placed if not sampled | 02 SIS 5 | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | Unknown | |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-10-14-37
DIME Test ID: 2021-10-14-37-1
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: 2021-10-21
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 10/18/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6209.5 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 50.0 grams | 99.2 % | |||||
| 1168.0 grams | 81.2 % | |||||
| 1911.0 grams | 69.2 % | |||||
| 2772 grams | 55.4 % | |||||
| 3239.0 grams | 47.8 % | |||||
| 200.7 grams | 29.2 % | |||||
| 321.1 grams | 18 % | |||||
| 387.5 grams | 11.8 % | |||||
| 423.9 grams | 8.4 % | |||||
| 445.9 grams | 6.4 % | |||||
| 458.9 grams | 5.18 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2021 ✔