Test 2021-07-19-41-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 212775
DEA: 024F2204
EFIS: 0212000073
DIST-CO-RTE-PM02-TRI-3-58.7/61.9
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE AND CULVERTS AND PLACE HMA.
Location DescriptionTRINITY COUNTY NEAR TRINITY CENTER FROM 58.7 MILES NORTH OF PREACHER MEADOWS ROAD TO 60.7 MILES SOUTH OF EL DORADO WAY
Sample Information
Sample Taken Date7/19/2021 Sample Unique Key41
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 sampleNative Soil
The quantity of what the sample constitutes2 Bags for R-Value From where was the sample collectedJob Site
First name of sampler or witnessed byErnest Last name of sampler or witnessed byGarcia
Title of samplerConsultant Laboratory sample identificationD78915
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number001475
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 sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collected02-TRI-3-Source alignment D Sta149 50 to 152 50
Where the material sample would have been placed if not sampled02 TRI 3 PM 58 7 to 60 7
Test Details
DIME Sample ID: 2021-07-19-41
DIME Test ID: 2021-07-19-41-1
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: Colt Sweeny
Date of test: 08/03/2021
Total mass of coarse aggregate: 14038 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: 512 grams
Individual mass retained on the 1 in. sieve: 1507 grams
Individual mass retained on the 3/4 in. sieve: 712 grams
Individual mass retained on the 1/2 in. sieve: 1042 grams
Individual mass retained on the 3/8 in. sieve: 648 grams
Individual mass retained on the #4 sieve: 1549 grams
Individual mass retained on the pan (coarse aggregate): 8071.6 grams
Total mass of fine aggregate: 502.4 grams
Individual mass retained on the #8 sieve: 77.9 grams
Individual mass retained on the #16 sieve: 64.1 grams
Individual mass retained on the #30 sieve: 52.1 grams
Individual mass retained on the #50 sieve: 47.3 grams
Individual mass retained on the #100 sieve: 50.6 grams
Individual mass retained on the #200 sieve: 38.5 grams
Individual mass retained on the pan (fine aggregate): 171.9 grams
Total mass of coarse aggregate: 5970 grams
Total mass of fine aggregate: 502 grams
Percentage of coarse material: 43 %
Percentage of fine material: 57 %
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:96 %
Cumulative percent passing the 1 in. sieve:86 %
Cumulative percent passing the 3/4 in. sieve:81 %
Cumulative percent passing the 1/2 in. sieve:73.1 %
Cumulative percent passing the 3/8 in. sieve:69 %
Cumulative percent passing the #4 sieve:57 %
Cumulative percent passing the #8 sieve:48 %
Cumulative percent passing the #16 sieve:41 %
Cumulative percent passing the #30 sieve:35 %
Cumulative percent passing the #50 sieve:30 %
Cumulative percent passing the #100 sieve:24 %
Cumulative percent passing the #200 sieve:19.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/16/2021