Summary for Test 2022-07-14-66-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 993354 DEA: 023J1204 EFIS: 0222000010 |
---|---|
DIST-CO-RTE-PM | 02-BUT,BUT/PLU-70-22/45 (PLU), 4/45 |
Award Date | 07/26/2021 |
Closeout Date | 07/27/2023 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 07/14/2022 | Sample Unique Key | 66 |
---|---|---|---|
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 | 07/14/2022 |
Sample type | Informational | A brief description of the sample | 4 bags of Imported Borrow for Use in Structure Backfill |
The quantity of what the sample constitutes | Process Tests on Import Borrow | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Terry | Last name of sampler or witnessed by | Schmitt |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | D79091 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 897188 |
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 | Slide on Highway 70 | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-07-14-66
DIME Test ID: 2022-07-14-66-1
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: 2022-07-28
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: Arthur Mills
Date of test: 07/19/2022
Individual Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
340 grams | 98 % | |||||
327 grams | 96 % | |||||
846 grams | 89.9 % | |||||
640 grams | 86 % | |||||
1770 grams | 74 % | |||||
74.5 grams | 63 % | |||||
72 grams | 52 % | |||||
81.7 grams | 40 % | |||||
77.8 grams | 29 % | |||||
69.7 grams | 18 % | |||||
41.4 grams | 12.1 % | |||||
81.3 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/28/2022 ✔