Summary for Test 2021-04-12-57-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96,263-103.1/103.6,56.8/57.2 |
| Award Date | 12/14/2018 |
| Closeout Date | 12/01/2021 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 04/12/2021 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 04/12/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Lime Treated, Virgin 3/4-inch Type A Aggregate (Cold Feed) |
| 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 | Randy | Last name of sampler or witnessed by | X |
| Title of sampler | CGI | Telephone number of sampler | |
| Laboratory sample identification | D78772A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 897284 |
| 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 | Cold Feed Sampling Device at Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | JMF 18-03-P02m | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-04-12-57
DIME Test ID: 2021-04-12-57-1
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: 2021-05-21
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: D. Valasek and Rios Dorado
Date of test: 04/13/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5975.1 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 157.0 grams | 97.4 % | |||||
| 1537.0 grams | 74.3 % | |||||
| 2159.0 grams | 63.9 % | |||||
| 2872 grams | 51.9 % | |||||
| 3240.0 grams | 45.8 % | |||||
| 189.0 grams | 29.1 % | |||||
| 314.7 grams | 18 % | |||||
| 381.5 grams | 12.1 % | |||||
| 417.3 grams | 8.9 % | |||||
| 440.2 grams | 6.9 % | |||||
| 453.8 grams | 5.68 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/21/2021 ✔