Summary for Test 2022-08-30-83-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
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DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
Award Date | 06/09/2023 |
Closeout Date | Not set |
Work Description | Roadway Rehabilitation |
Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
Sample Taken Date | 08/30/2022 | Sample Unique Key | 83 |
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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 | 08/31/2022 |
Sample type | Acceptance | A brief description of the sample | 2 bags of 3/4-inch Maximum Class 2 Aggregate Base |
The quantity of what the sample constitutes | 500 – 2000 cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Trina | Last name of sampler or witnessed by | Wiliams |
Title of sampler | ARE | Telephone number of sampler | |
Laboratory sample identification | D79148 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Custom Crushing | Transportation Laboratory (TL) Number | 891186 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Custom Crushing |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Windrow, after blade passed | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-30-83
DIME Test ID: 2022-08-30-83-1
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: 2022-09-22
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: Khue Yang and Arthur Mills
Date of test: 09/12/2022
Individual Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
440 grams | 98 % | |||||
3352 grams | 79.9 % | |||||
2030 grams | 69 % | |||||
3441 grams | 51 % | |||||
120.2 grams | 38 % | |||||
75.4 grams | 30 % | |||||
56.7 grams | 24 % | |||||
52.5 grams | 18 % | |||||
48 grams | 13 % | |||||
33.5 grams | 9.6 % | |||||
89.3 grams |
General comments (publicly viewable) (Max 1000 characters): Fine on the № 200 sieve.
Test was verified on 9/22/2022 ✔