Summary for Test 2021-04-16-18-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 |
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DIST-CO-RTE-PM | 02-SIS-96,263-103.1/103.6,56.8/57.2 |
Award Date | 12/14/2018 |
Closeout Date | 12/01/2021 |
Work Description | BRIDGE REPLACEMENT |
Location Description | SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96 |
QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
Sample Taken Date | 04/16/2021 | Sample Unique Key | 18 |
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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 | 04/21/2021 |
Sample type | Acceptance | A brief description of the sample | Shoulder Backing |
The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Chad | Last name of sampler or witnessed by | Ensminger |
Title of sampler | TE | Telephone number of sampler | 530 841-0173 |
Laboratory sample identification | D78782 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Meyers Earthwork | Transportation Laboratory (TL) Number | 897288 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | 02/SIS/263,96 |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Anderson Grade |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Shoulder, full depth | |
Where the material sample would have been placed if not sampled | Shoulder |
Test Details
DIME Sample ID: 2021-04-16-18
DIME Test ID: 2021-04-16-18-1
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: 2021-06-18
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: Karen Dorado
Date of test: 04/23/2021
Total mass of sample prior to washing: no data
Cumulative mass retained on the 3 in. sieve: 0 grams
Cumulative mass retained on the 2 1/2 in. sieve: 0 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 242 grams
Cumulative mass retained on the 3/4 in. sieve: 1182 grams
Cumulative mass retained on the 1/2 in. sieve: 3318 grams
Cumulative mass retained on the 3/8 in. sieve: 4736 grams
Cumulative mass retained on the #4 sieve: 7518 grams
Cumulative mass retained on the #8 sieve: 160.9 grams
Cumulative mass retained on the #16 sieve: 249.1 grams
Cumulative mass retained on the #30 sieve: 307 grams
Cumulative mass retained on the #50 sieve: 348 grams
Cumulative mass retained on the #100 sieve: 379.9 grams
Cumulative mass retained on the #200 sieve: 404 grams
Cumulative mass retained on the pan: 507.1 grams
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 98 %
Cumulative percent passing the 3/4 in. sieve: 91 %
Cumulative percent passing the 1/2 in. sieve: 75 %
Cumulative percent passing the 3/8 in. sieve: 65 %
Cumulative percent passing the #4 sieve: 44 %
Cumulative percent passing the #8 sieve: 30 %
Cumulative percent passing the #16 sieve: 22 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/18/2021 ✔