Summary for Test 2021-07-21-54-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993213 DEA: 021J7304 EFIS: 0220000122 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-161-0.4/1.5 |
| Award Date | 04/28/2023 |
| Closeout Date | 03/28/2024 |
| Work Description | PAVEMENT REHABILITATION |
| Location Description | SISKIYOU COUNTY NEAR DORRIS FROM 0.4 MILE EAST OF INDIAN TOM LAKE ROAD TO 1.4 MILES EAST OF INDIAN TOM LAKE ROAD |
| QA Service Level | 1 (Verified on 09/13/2021) |
Sample Information
| Sample Taken Date | 07/21/2021 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 07/28/2021 |
| Sample type | Preliminary | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 2 bags for structural section recommendation | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
| Title of sampler | ADME | Telephone number of sampler | |
| Laboratory sample identification | D78916 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 824591 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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, SIS, 161 PM 0.7 Depth 1.0 to 1.5 ft | |
| Where the material sample would have been placed if not sampled | 02 SIS 161 |
Test Details
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DIME Sample ID: 2021-07-21-54
DIME Test ID: 2021-07-21-54-1
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: 2021-08-26
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: Terry McCormick
Date of test: 08/03/2021
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 1131 grams | 91 % | |||||
| 682 grams | 86 % | |||||
| 476 grams | 82 % | |||||
| 706 grams | 76.3 % | |||||
| 470 grams | 73 % | |||||
| 1467 grams | 61 % | |||||
| 69.7 grams | 52 % | |||||
| 56.6 grams | 44 % | |||||
| 45.8 grams | 38 % | |||||
| 48.8 grams | 32 % | |||||
| 70.4 grams | 23 % | |||||
| 52.6 grams | 15.7 % | |||||
| 119.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2021 ✔