Summary for Test 2021-08-31-57-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 993330 DEA: 022J6204 EFIS: 0221000118 |
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DIST-CO-RTE-PM | 02-SIS-265-19.801 to 20.328 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Weed Blvd Pavement - CAPM Pavement Preservation |
Location Description | In Siskiyou County at and near Weed on Route 97 from Route 5 to 0.6 mile south of Whitney Creek Bridge and on Route 265 from Route 97 to Route 5. Loc-02-SIS-97-PM L0 to 11, 02-SIS-265-PM19.801 to 20.328 |
QA Service Level | 1 (Verified on 10/14/2021) |
Sample Information
Sample Taken Date | 08/31/2021 | Sample Unique Key | 57 |
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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 | 09/01/2021 |
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 | Dan | Last name of sampler or witnessed by | Curran |
Title of sampler | MREA | Telephone number of sampler | |
Laboratory sample identification | D78934 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 897759 |
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 97 PM 0.10 50ft rt of CL Depth 0 to 1 ft | |
Where the material sample would have been placed if not sampled | 02 SIS 97 PM 0 and 1 tenth |
Test Details
DIME Sample ID: 2021-08-31-57
DIME Test ID: 2021-08-31-57-1
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: 2021-10-21
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: Colt Sweeny
Date of test: 09/01/2021
Individual Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
960 grams | 93 % | |||||
320 grams | 90 % | |||||
330 grams | 88 % | |||||
704 grams | 82.5 % | |||||
546 grams | 78 % | |||||
1667 grams | 66 % | |||||
90.7 grams | 54 % | |||||
76.4 grams | 44 % | |||||
60.3 grams | 36 % | |||||
55 grams | 29 % | |||||
57 grams | 21 % | |||||
46.9 grams | 15.2 % | |||||
115.8 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2021 ✔