Summary for Test 2021-07-19-41-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212775 DEA: 024F2204 EFIS: 0212000073 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-58.7/61.9 |
| Award Date | 02/25/2021 |
| Closeout Date | 05/06/2024 |
| Work Description | REPLACE STRUCTURAL CONCRETE BRIDGE AND CULVERTS AND PLACE HMA. |
| Location Description | TRINITY COUNTY NEAR TRINITY CENTER FROM 58.7 MILES NORTH OF PREACHER MEADOWS ROAD TO 60.7 MILES SOUTH OF EL DORADO WAY |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 07/19/2021 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 07/27/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Native Soil |
| The quantity of what the sample constitutes | 2 Bags for R-Value | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ernest | Last name of sampler or witnessed by | Garcia |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78915 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 001475 |
| 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 | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | 02-TRI-3-Source alignment D Sta149 50 to 152 50 | |
| Where the material sample would have been placed if not sampled | 02 TRI 3 PM 58 7 to 60 7 |
Test Details
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DIME Sample ID: 2021-07-19-41
DIME Test ID: 2021-07-19-41-1
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: 2021-08-16
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual 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: Colt Sweeny
Date of test: 08/03/2021
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 512.0 grams | 96 % | |||||
| 1507.0 grams | 86 % | |||||
| 712.0 grams | 81 % | |||||
| 1042.0 grams | 73.1 % | |||||
| 648.0 grams | 69 % | |||||
| 1549.0 grams | 57 % | |||||
| 77.9 grams | 48 % | |||||
| 64.1 grams | 41 % | |||||
| 52.1 grams | 35 % | |||||
| 47.3 grams | 30 % | |||||
| 50.6 grams | 24 % | |||||
| 38.5 grams | 19.5 % | |||||
| 171.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/16/2021 ✔