Summary for Test 2023-05-27-2-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 7730 DEA: 024C9604 EFIS: 0200000487 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-7.1/8.3 |
| Award Date | 12/06/2012 |
| Closeout Date | 01/02/2015 |
| Work Description | WIDEN SHOULDERS FOR BIKE LANE AND DRAINAGE MODIFICATIONS |
| Location Description | TRINITY COUNTY AT HAYFORK FROM MAIN STREET TO 0.1 MILE NORTH OF FOREST AVENUE |
| QA Service Level | 1 (Verified on 12/17/2012) |
Sample Information
| Sample Taken Date | 05/27/2023 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 05/30/2023 |
| Sample type | Per Request | A brief description of the sample | 2 bags of Soil for use in DPPIA |
| The quantity of what the sample constitutes | Roadside Material Sample № 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Karl | Last name of sampler or witnessed by | Harris |
| Title of sampler | TE | Telephone number of sampler | |
| Laboratory sample identification | D79252 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 898192 |
| 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-3-6.35, approx. 1 foot depth | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-05-27-2
DIME Test ID: 2023-05-27-2-2
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: 2023-06-03
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 06/02/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 20831 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 187.0 grams | 99 % | |||||
| 752.0 grams | 96 % | |||||
| 1904.0 grams | 91 % | |||||
| 2778.0 grams | 87 % | |||||
| 4346.0 grams | 79 % | |||||
| 5318.0 grams | 74 % | |||||
| 7826.0 grams | 62 % | |||||
| 512.6 grams | ||||||
| 89.8 grams | 51 % | |||||
| 175.1 grams | 41 % | |||||
| 273.0 grams | 29 % | |||||
| 382.3 grams | 16 % | |||||
| 432.5 grams | 10 % | |||||
| 450.7 grams | 7 % | |||||
General comments (publicly viewable) (Max 1000 characters): P2½"=100.%,
P2"=99%,
P1½"=96%,
P1"=91%,
P¾"=87%,
P½"=79%,
P⅜"=74%,
P¼"=67%,
P№4=62%,
P№8=51%,
P№16=41%,
P№30=29%,
P№50=16%,
P№100=10.%,
P№200=8%
Test was verified on 6/3/2023 ✔