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 |
|---|---|---|---|
| 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 | 05/06/2020 |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 ✔