Test 2021-04-16-18-1 (CTM 202-November 2011) Summary
Project Information
| Project Identifiers | Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 02-SIS-96,263-103.1/103.6,56.8/57.2 | ||
| 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 | ||
Sample Information
| Sample Taken Date | 4/16/2021 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 4/21/2021 |
| 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 | Laboratory sample identification | D78782 |
| 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 |
|---|---|---|---|
| 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 - North Region Materials Lab
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
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 04/23/2021
Total mass of coarse material in the sample: 7518 grams
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 pan (coarse grain): 7518 grams
Total mass of fine material in the sample: 5827.9 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 (fine grain): 507.1 grams
Mass of all coarse aggregate: 7518 grams
Mass of all fine aggregate: 5827.9 grams
Percentage of coarse material: 56 %
Percentage of fine material: 44 %
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 06/18/2021 ✔