Summary for Test 2020-05-06-29-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 05/06/2020 | Sample Unique Key | 29 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/06/2020 | Sample type | Authorization |
| A brief description of the sample | Soil for Embankment | The quantity of what the sample constitutes | Process Test for Proposed Fill |
| From where was the sample collected | Source | First name of sampler or witnessed by | Mike |
| Last name of sampler or witnessed by | Antonetti | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78421 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shea Sand and Gravel, Redding, CA | |
| Transportation Laboratory (TL) Number | 036605 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | Stockpile at Plant |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2020-05-06-29
DIME Test ID: 2020-05-06-29-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-07-02
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Michael Antonetti
Date of test: 05/06/2020
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 2474.0 grams | 89 % | |||||
| 3849.0 grams | 83 % | |||||
| 5072.0 grams | 78 % | |||||
| 6606.0 grams | 71 % | |||||
| 8530.0 grams | 62 % | |||||
| 9666.0 grams | 57 % | |||||
| 11357.0 grams | 50 % | |||||
| 12142.0 grams | 47 % | |||||
| 13846.0 grams | 39 % | |||||
| 66.8 grams | 34 % | |||||
| 123.9 grams | 29 % | |||||
| 186.1 grams | 25 % | |||||
| 254.2 grams | 19 % | |||||
| 325.8 grams | 14 % | |||||
| 374.1 grams | 10 % | |||||
| 506.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2020 ✔