Summary for Test 2021-10-04-33-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215403 DEA: 021H4004 EFIS: 0216000042 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R8.3 |
| Award Date | 03/02/2021 |
| Closeout Date | 02/28/2022 |
| Work Description | PLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA. |
| Location Description | SISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/07/2021) |
Sample Information
| Sample Taken Date | 10/04/2021 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 10/05/2021 |
| Sample type | Acceptance | A brief description of the sample | 3/4" Class II AB |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Karl | Last name of sampler or witnessed by | Huntman |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | D78946 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mountain Gate Quarry | Transportation Laboratory (TL) Number | 853080 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-45-0001 |
|---|---|---|---|
| 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 | 02 SIS 5 | Primary Aggregate Nominal Size | 1/2 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: 2021-10-04-33
DIME Test ID: 2021-10-04-33-1
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: 2021-10-15
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: 10/06/2021
Total mass of sample prior to washing: no data
Individual mass retained on the 3 in. sieve: 0 grams
Individual mass retained on the 2 1/2 in. sieve: 0 grams
Individual mass retained on the 2 in. sieve: 0 grams
Individual mass retained on the 1 1/2 in. sieve: 0 grams
Individual mass retained on the 1 in. sieve: 0 grams
Individual mass retained on the 3/4 in. sieve: 0 grams
Individual mass retained on the 1/2 in. sieve: 1458 grams
Individual mass retained on the 3/8 in. sieve: 1447 grams
Individual mass retained on the #4 sieve: 4203 grams
Individual mass retained on the #8 sieve: 190.9 grams
Individual mass retained on the #16 sieve: 110.2 grams
Individual mass retained on the #30 sieve: 63.6 grams
Individual mass retained on the #50 sieve: 37.6 grams
Individual mass retained on the #100 sieve: 25.5 grams
Individual mass retained on the #200 sieve: 15.4 grams
Individual mass retained on the pan: 78.4 grams
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 90.5 %
Cumulative percent passing the 3/8 in. sieve: 81 %
Cumulative percent passing the #4 sieve: 54 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 23 %
Cumulative percent passing the #30 sieve: 16 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 8.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2021 ✔