Summary for Test 2025-07-16-97-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000958 DEA: 021K0704 EFIS: 0224000048 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-11.0/16.0 |
| Award Date | 04/09/2025 |
| Closeout Date | Not set |
| Work Description | PERFORM PARTIAL DEPTH RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | LASSEN COUNTY ABOUT 9 MILES NORTH OF SUSANVILLE FROM 1.2 MILES SOUTH OF HAGATA ROAD TO 0.9 MILE SOUTH OF MEADOW CHANNEL BRIDGE |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 07/16/2025 | Sample Unique Key | 97 |
|---|---|---|---|
| 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 | 07/28/2025 |
| Sample type | Acceptance | A brief description of the sample | Shoulder backing |
| The quantity of what the sample constitutes | 3 Bags | 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 | D79977 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit - Lookout, CA | Transportation Laboratory (TL) Number | 875603 |
| 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) | Undefined |
|---|---|---|---|
| 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 | Sample Pad (Stockpile) | |
| 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 |
Test Details
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DIME Sample ID: 2025-07-16-97
DIME Test ID: 2025-07-16-97-1
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: 2025-08-11
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 Murphy
Date of test: 08/07/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 15009 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1188.0 grams | 92 % | |||||
| 2200.0 grams | 85 % | |||||
| 3557.0 grams | 76 % | |||||
| 4335.0 grams | 71 % | |||||
| 6210.0 grams | 59 % | |||||
| 510.4 grams | ||||||
| 133.2 grams | 44 % | |||||
| 229.6 grams | 32 % | |||||
| 288.6 grams | 26 % | |||||
| 328.9 grams | 21 % | |||||
| 361.8 grams | 17 % | |||||
| 391.3 grams | 13.8 % | |||||
General comments (publicly viewable) (Max 1000 characters): P1 ½=100%, P1"=92%, P¾=85, P№4=59%, P№30=26%, P№200=13.8%
Test was verified on 8/11/2025 ✔