Summary for Test 2021-07-19-41-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 212775
DEA: 024F2204
EFIS: 0212000073
DIST-CO-RTE-PM02-TRI-3-58.7/61.9
Award Date02/25/2021
Closeout DateNot set
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
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date07/19/2021 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 testing07/27/2021
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 Telephone number of sampler
Laboratory sample identificationD78915 Linked DIME Sample ID
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 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-08-16

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: 08/03/2021
Individual Mass RetainedCumulative Percent Passing
grams
0 grams100 %
0 grams100 %
0 grams100 %
512 grams96 %
1507 grams86 %
712 grams81 %
1042 grams73.1 %
648 grams69 %
1549 grams57 %
77.9 grams48 %
64.1 grams41 %
52.1 grams35 %
47.3 grams30 %
50.6 grams24 %
38.5 grams19.5 %
171.9 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/16/2021