Summary for Test 2021-10-22-16-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
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DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
Award Date | 04/05/2021 |
Closeout Date | Not set |
Work Description | BRIDGE REPLACEMENT |
Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD |
QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
Sample Taken Date | 10/22/2021 | Sample Unique Key | 16 |
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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 | 10/25/2021 |
Sample type | Acceptance | A brief description of the sample | Class 2 Aggregate Base |
The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Danny | Last name of sampler or witnessed by | Hansen |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D78965 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Custom Crushing | Transportation Laboratory (TL) Number | 815552 |
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) | custom crushing |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | unk | A detailed description of where the material sample was collected | Stockpile |
Where the material sample would have been placed if not sampled | 02 SIS 3 38 to 38 6 | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Lot number | Unknown | |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-10-22-16
DIME Test ID: 2021-10-22-16-1
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: 2021-10-28
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: Colt Sweeny
Date of test: 10/25/2021
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: 55 grams
Individual mass retained on the 1/2 in. sieve: 1556 grams
Individual mass retained on the 3/8 in. sieve: 1375 grams
Individual mass retained on the #4 sieve: 2816 grams
Individual mass retained on the #8 sieve: 151 grams
Individual mass retained on the #16 sieve: 85.4 grams
Individual mass retained on the #30 sieve: 60.4 grams
Individual mass retained on the #50 sieve: 52.7 grams
Individual mass retained on the #100 sieve: 47.8 grams
Individual mass retained on the #200 sieve: 31.2 grams
Individual mass retained on the pan: 75.4 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: 99 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 72 %
Cumulative percent passing the #4 sieve: 46 %
Cumulative percent passing the #8 sieve: 32 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 19 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 6.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/28/2021 ✔