Summary for Test 2020-07-23-31-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213569 DEA: 024F2104 EFIS: 0212000072 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-0.5/1.0 |
| Award Date | 12/20/2018 |
| Closeout Date | 11/15/2021 |
| Work Description | Butte and Ash Creek Bridge Replacement |
| Location Description | Construction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin |
| QA Service Level | 1 (Verified on 06/26/2019) |
Sample Information
| Sample Taken Date | 07/23/2020 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 07/27/2020 |
| Sample type | Acceptance | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | not identified | From where was the sample collected | Source |
| 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 | D78535 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving, Alturas, CA | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | T101 C 853441 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-25-0029 |
|---|---|---|---|
| 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 | Stockpile @ Plant | |
| 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
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DIME Sample ID: 2020-07-23-31
DIME Test ID: 2020-07-23-31-1
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: 2020-08-18
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative 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: 07/30/2020
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 101 grams | 99 % | |||||
| 2913 grams | 76 % | |||||
| 4801 grams | 60 % | |||||
| 6453 grams | 46 % | |||||
| 141.5 grams | 33 % | |||||
| 255.2 grams | 22 % | |||||
| 327.2 grams | 16 % | |||||
| 373.2 grams | 12 % | |||||
| 405.4 grams | 9 % | |||||
| 425.4 grams | 7 % | |||||
| 498.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2020 ✔