Summary for Test 2023-05-27-3-2
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 | 3 |
|---|---|---|---|
| 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 № 3 |
| From where was the sample collected | Source | 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 | D79253 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In Situ | |
| Transportation Laboratory (TL) Number | 898193 | 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 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-05-27-3
DIME Test ID: 2023-05-27-3-2
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 | ||||
|---|---|---|---|---|---|---|
| 20638 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1460.0 grams | 93 % | |||||
| 3522.0 grams | 83 % | |||||
| 4383.0 grams | 79 % | |||||
| 5861.0 grams | 72 % | |||||
| 6674.0 grams | 68 % | |||||
| 8931.0 grams | 57 % | |||||
| 501.7 grams | ||||||
| 71.9 grams | 49 % | |||||
| 139.0 grams | 41 % | |||||
| 201.6 grams | 34 % | |||||
| 264.6 grams | 27 % | |||||
| 314.7 grams | 21 % | |||||
| 346.9 grams | 18 % | |||||
General comments (publicly viewable) (Max 1000 characters): P2"=100.%,
P1½"=93%,
P1"=83%,
P¾"=79%,
P½"=72%,
P⅜"=68%,
P¼"=61%,
P№4=57%,
P№8=49%,
P№16=41%,
P№30=34%,
P№50=27%,
P№100=21%,
P№200=18%
Test was verified on 6/3/2023 ✔