Summary for Test 2022-05-11-39-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993182 DEA: 024F5204 EFIS: 0213000002 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R9.9/R68.1 |
| Award Date | 10/21/2021 |
| Closeout Date | 10/06/2022 |
| Work Description | ROADWAY EX, HYDRAULIC BIOTIC GROWTH MED. AND MIDWEST GUARDRAIL SYSTEM. |
| Location Description | SISKIYOU COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE NORTH OF REAM AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF HILT ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 05/11/2022 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 05/12/2022 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of Shoulder Backing |
| The quantity of what the sample constitutes | Shoulder Backing on Project | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Danny | Last name of sampler or witnessed by | Hansen |
| Title of sampler | Consultant Tester | Telephone number of sampler | |
| Laboratory sample identification | D79027 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Meyer's Earthwork - Custom Crushing | Transportation Laboratory (TL) Number | 717892 |
| 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 | Shoulder Backing Machine | |
| Where the material sample would have been placed if not sampled | Shoulder | Primary Aggregate Nominal Size | 1-1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-05-11-39
DIME Test ID: 2022-05-11-39-1
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: 2022-05-23
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: 05/17/2022
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 3248 grams | 88 % | |||||
| 2359 grams | 80 % | |||||
| 2398 grams | 71.2 % | |||||
| 1359 grams | 66 % | |||||
| 3061 grams | 55 % | |||||
| 75.3 grams | 47 % | |||||
| 68.4 grams | 40 % | |||||
| 57.8 grams | 34 % | |||||
| 57.8 grams | 27 % | |||||
| 51.6 grams | 22 % | |||||
| 40 grams | 17.6 % | |||||
| 165.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/23/2022 ✔