Summary for Test 2022-06-30-44-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993345 DEA: 022J4004 EFIS: 0221000074 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-395-56.5/R61.1 |
| Award Date | 02/02/2022 |
| Closeout Date | 11/23/2022 |
| Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HMA. |
| Location Description | LASSEN COUNTY NEAR JANESVILLE FROM 0.1 MILE NORTH OF SUNNYSIDE ROAD TO 0.1 MILE NORTH OF ROUTE 36 |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 06/30/2022 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 07/05/2022 |
| Sample type | Acceptance | A brief description of the sample | 3 Bags of Shoulder Backing |
| The quantity of what the sample constitutes | Shoulder Backing on Project | 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 | D79071 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 896414 |
| 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) | 91-18-0008 |
|---|---|---|---|
| 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 at Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-06-30-44
DIME Test ID: 2022-06-30-44-1
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: 2022-07-26
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: 07/15/2022
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 632 grams | 95 % | |||||
| 790 grams | 88 % | |||||
| 2367 grams | 67.9 % | |||||
| 1128 grams | 58 % | |||||
| 1912 grams | 42 % | |||||
| 135.2 grams | 30 % | |||||
| 85.5 grams | 23 % | |||||
| 51.1 grams | 19 % | |||||
| 36.4 grams | 15 % | |||||
| 31.7 grams | 13 % | |||||
| 23.8 grams | 10.7 % | |||||
| 124.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/26/2022 ✔