Summary for Test 2022-08-24-54-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 993505 DEA: 022J4404 EFIS: 0221000078 |
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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 |
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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 | 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 |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-25-0008::Shaw Pit |
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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
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
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 % | |||||
19 grams | 99.7 % | |||||
1398 grams | 78 % | |||||
4854 grams | 2 % | |||||
98.1 grams | 1 % | |||||
12.8 grams | 0 % | |||||
5.7 grams | 0 % | |||||
3 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 ✔