Summary for Test 2021-10-07-82-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993331
DEA: 023H6904
EFIS: 0218000010
DIST-CO-RTE-PM02-PLU-89-30/R42.1
Award DateNot set
Closeout DateNot set
Work DescriptionAlmanor West Rehab - Roadway Rehabilitation
Location DescriptionIn Plumas County near Canyon Dam from Lake Almanor Spillway to Route 36.
QA Service Level1 (Verified on 10/14/2021)

Sample Information

Sample Taken Date10/07/2021 Sample Unique Key82
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 testing10/07/2021
Sample typePreliminary A brief description of the sampleSoil
The quantity of what the sample constitutes2 bags for structural section recommendation From where was the sample collectedJob Site
First name of sampler or witnessed byDan Last name of sampler or witnessed byCurran
Title of samplerMREA Telephone number of sampler
Laboratory sample identificationD78951 Linked DIME Sample ID
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number897765
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-PLU-89-38.2-50ft LT of CL
Where the material sample would have been placed if not sampled02 PLU 89

Test Details

DIME Sample ID: 2021-10-07-82
DIME Test ID: 2021-10-07-82-1
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: 2021-11-16

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: Karen Dorado
Date of test: 10/16/2021
Individual Mass RetainedCumulative Percent Passing
grams
0 grams100 %
0 grams100 %
0 grams100 %
193 grams99 %
470 grams96 %
257 grams94 %
448 grams90.9 %
283 grams89 %
1430 grams80 %
38.5 grams74 %
36.8 grams68 %
45.8 grams60 %
79.7 grams47 %
93.6 grams32 %
55.3 grams22.5 %
137.1 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/16/2021