Summary for Test 2022-08-24-54-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993505 DEA: 022J4404 EFIS: 0221000078 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-38.0/43.0 |
| Award Date | 03/07/2022 |
| Closeout Date | 05/24/2023 |
| Work Description | REPLACE AC SURFACING, ASPHALT RUBBER BINDER, SEAL COAT & HMA OVERLAY. |
| Location Description | LASSEN COUNTY ABOUT 37 MILES NORTH OF SUSANVILLE FROM 4.3 MILES NORTH OF SOUTH GRASSHOPPER ROAD TO 0. 2 MILE SOUTH OF TERMO GRASSHOPPER ROAD |
| QA Service Level | 1 (Verified on 01/18/2022) |
Sample Information
| Sample Taken Date | 08/24/2022 | Sample Unique Key | 54 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/25/2022 | Sample type | Authorization |
| A brief description of the sample | 3 bags of Uncoated 3/8-inch Aggregate | The quantity of what the sample constitutes | Process Tests on Aggregate for Use in Asphalt Rubber Binder Chip Seal |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79141 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Shaw Pit Facility (Lookout, CA) | |
| Transportation Laboratory (TL) Number | 841577 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-25-0008::Shaw Pit |
|---|---|---|---|
| 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 | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-24-54
DIME Test ID: 2022-08-24-54-1
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: 2022-09-02
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: 08/29/2022
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 19.0 grams | 99.7 % | |||||
| 1398.0 grams | 78 % | |||||
| 4854.0 grams | 2 % | |||||
| 98.1 grams | 1 % | |||||
| 12.8 grams | 0 % | |||||
| 5.7 grams | 0 % | |||||
| 3.0 grams | 0 % | |||||
| 2.5 grams | 0 % | |||||
| 2.9 grams | 0.3 % | |||||
| 22.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/2/2022 ✔