Summary for Test 2022-05-04-19-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993310 DEA: 020J3804 EFIS: 0219000111 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-R20.5/22.8 |
| Award Date | 02/04/2022 |
| Closeout Date | 08/11/2023 |
| Work Description | EXPAND EXISTING BRAKE CHECK AREA AND HMA PAVING. |
| Location Description | LASSEN COUNTY NEAR SUSANVILLE AT 1.3 MILES EAST OF ROUTE 44 AND FROM 0.1 MILE EAST OF EAGLE LAKE ROAD TO 1.3 MILES WEST OF HARRIS DRIVE |
| QA Service Level | 1 (Verified on 10/18/2021) |
Sample Information
| Sample Taken Date | 05/04/2022 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 05/05/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 2 bags of Shoulder Backing |
| The quantity of what the sample constitutes | Up to 3000 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79026 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Pit - Litchfield, CA | Transportation Laboratory (TL) Number | 898179 |
| 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) | 91-18-0008::Ward Lake 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 | Plant | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2022-05-04-19
DIME Test ID: 2022-05-04-19-1
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: 2022-05-16
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: Karen Dorado
Date of test: 05/08/2022
| 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 % | |||||
| 2985.0 grams | 85 % | |||||
| 2623.0 grams | 71 % | |||||
| 3075.0 grams | 55.8 % | |||||
| 1465.0 grams | 48 % | |||||
| 2689.0 grams | 35 % | |||||
| 66.0 grams | 30 % | |||||
| 45.5 grams | 27 % | |||||
| 36.2 grams | 24 % | |||||
| 42.0 grams | 21 % | |||||
| 56.3 grams | 16 % | |||||
| 53.0 grams | 12.3 % | |||||
| 161.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/16/2022 ✔