Summary for Test 2024-06-10-99-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 995054 DEA: 024H0204 EFIS: 0218000069 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-20.0/39.7 |
| Award Date | 10/23/2023 |
| Closeout Date | Not set |
| Work Description | PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 06/10/2024 | Sample Unique Key | 99 |
|---|---|---|---|
| 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 | 06/10/2024 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of Shoulder Backing |
| The quantity of what the sample constitutes | 2 Bags | 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 | D79575 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis – Crystal Creek Aggregates (Redding, CA) | Transportation Laboratory (TL) Number | 876862 |
| 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) | 91-45-0021 |
|---|---|---|---|
| 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 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-06-10-99
DIME Test ID: 2024-06-10-99-1
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: 2024-06-27
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 06/14/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 15063 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 2042 grams | 86 % | |||||
| 4220 grams | 72 % | |||||
| 6819 grams | 55 % | |||||
| 7992 grams | 47 % | |||||
| 9784 grams | 35 % | |||||
| 488.1 grams | ||||||
| 86.2 grams | 29 % | |||||
| 157.4 grams | 24 % | |||||
| 230.5 grams | 18 % | |||||
| 294.6 grams | 14 % | |||||
| 342.4 grams | 10 % | |||||
| 374.3 grams | 8 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/27/2024 ✔