Test 2021-07-27-28-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 212245
DEA: 024F8604
EFIS: 0213000043
DIST-CO-RTE-PM02-TRI-36-26.7/27.1
Work DescriptionROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location DescriptionTRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
Sample Information
Sample Taken Date7/27/2021 Sample Unique Key28
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 testing7/27/2021
Sample typeAcceptance A brief description of the sampleEngineered Streambed Material
The quantity of what the sample constitutesStreambed restoration From where was the sample collectedManufacturer
First name of sampler or witnessed byC. Last name of sampler or witnessed byRay
Title of samplerTET Laboratory sample identificationD78914
The fabricator/manufacturer/facility nameSteelhead Construction Junction City Quarry Transportation Laboratory (TL) Number036777
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedJunction City Quarry
Where the material sample would have been placed if not sampled02 tri 36 pm 27 5
Test Details
DIME Sample ID: 2021-07-27-28
DIME Test ID: 2021-07-27-28-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-08-16
Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 08/06/2021
Total mass of coarse aggregate: 22734.1 grams
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: 16559 grams
Individual mass retained on the 3/4 in. sieve: 5704 grams
Individual mass retained on the 1/2 in. sieve: 287 grams
Individual mass retained on the 3/8 in. sieve: 16 grams
Individual mass retained on the #4 sieve: 24 grams
Individual mass retained on the pan (coarse aggregate): 144.1 grams
Total mass of fine aggregate: 143.1 grams
Individual mass retained on the #8 sieve: 11 grams
Individual mass retained on the #16 sieve: 7.1 grams
Individual mass retained on the #30 sieve: 7.3 grams
Individual mass retained on the #50 sieve: 10.1 grams
Individual mass retained on the #100 sieve: 16.7 grams
Individual mass retained on the #200 sieve: 20.5 grams
Individual mass retained on the pan (fine aggregate): 70.4 grams
Total mass of coarse aggregate: 22590 grams
Total mass of fine aggregate: 143 grams
Percentage of coarse material: 99 %
Percentage of fine material: 1 %
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:27 %
Cumulative percent passing the 3/4 in. sieve:2 %
Cumulative percent passing the 1/2 in. sieve:0.8 %
Cumulative percent passing the 3/8 in. sieve:1 %
Cumulative percent passing the #4 sieve:1 %
Cumulative percent passing the #8 sieve:1 %
Cumulative percent passing the #16 sieve:1 %
Cumulative percent passing the #30 sieve:1 %
Cumulative percent passing the #50 sieve:1 %
Cumulative percent passing the #100 sieve:1 %
Cumulative percent passing the #200 sieve:0.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/16/2021