Summary for Test 2021-06-14-43-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215250 DEA: 021J4404 EFIS: 0220000079 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5 |
| Award Date | 12/14/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | ASPHALT RUBBER CHIP SEAL. |
| Location Description | MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 06/14/2021 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 06/22/2021 |
| Sample type | Acceptance | A brief description of the sample | 1 bag of Uncoated 3/8″ Aggregate for use in ARB Chip Seal |
| The quantity of what the sample constitutes | 1/2 day to whole project | From where was the sample collected | Other |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D78852 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving, Alturas, CA | Transportation Laboratory (TL) Number | 853350 |
| 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) | Eagle Peak |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Unknown |
| Where the material sample would have been placed if not sampled | 02 MOD 299 | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Not Applicable | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-14-43
DIME Test ID: 2021-06-14-43-1
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: 2022-01-28
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: Terry McCormick
Date of test: 06/23/2021
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 287 grams | 95.2 % | |||||
| 710 grams | 83 % | |||||
| 4505 grams | 7 % | |||||
| 371.5 grams | 1 % | |||||
| 4.1 grams | 1 % | |||||
| 1.6 grams | 1 % | |||||
| 1.1 grams | 1 % | |||||
| 1.1 grams | 1 % | |||||
| 2.1 grams | 0.6 % | |||||
| 34.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/28/2022 ✔