Summary for Test 2021-06-08-19-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215245 DEA: 021J4504 EFIS: 0220000080 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-14.0/19.0 |
| Award Date | 12/08/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | PLACE HMA (TYPE A). |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
| Sample Taken Date | 06/08/2021 | 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 | 06/08/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 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 | John | Last name of sampler or witnessed by | Carmichael |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78836 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 779373 |
| 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) | 91-45-0017 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile |
| Where the material sample would have been placed if not sampled | 02 SIS 89 | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Lot number | Unknown | |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-08-19
DIME Test ID: 2021-06-08-19-1
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: 2021-12-02
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: Terry McCormick
Date of test: 06/10/2021
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 524 grams | 96 % | |||||
| 1400 grams | 86 % | |||||
| 1975 grams | 71.7 % | |||||
| 1134 grams | 63 % | |||||
| 2227 grams | 47 % | |||||
| 129.3 grams | 35 % | |||||
| 107.6 grams | 25 % | |||||
| 61.9 grams | 19 % | |||||
| 38.4 grams | 15 % | |||||
| 29.6 grams | 13 % | |||||
| 22.8 grams | 10.6 % | |||||
| 113.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/2/2021 ✔