Summary for Test 2023-04-21-12-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 212246
DEA: 053307A4
EFIS: 0514000027
DIST-CO-RTE-PM05-SLO-46-49.7/54.6
Award DateNot set
Closeout DateNot set
Work DescriptionCholame Segment
Location DescriptionNot set
QA Service Level1 (Verified on 09/30/2019)

Sample Information

Sample Taken Date04/21/2023 Sample Unique Key12
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 testing04/21/2023
Sample typeQuality Assurance A brief description of the sampleStructure Backfill Geo Grad/se
The quantity of what the sample constitutes1 bag of Structure Backfill Geo From where was the sample collectedManufacturer
First name of sampler or witnessed byKyle Last name of sampler or witnessed byEngen
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSierra Pacific - Avenal Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-10-0006
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedPlant Stockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-04-21-12
DIME Test ID: 2023-04-21-12-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-04-24

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: Yes
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 04/24/2023
Cumulative Mass RetainedCumulative Percent Passing
5247.2 grams
0 grams100 %
0 grams100 %
0 grams100 %
0 grams100 %
297.9 grams94 %
437.2 grams92 %
706.7 grams87 %
840.2 grams84 %
2327.1 grams56 %
521.8 grams
187.7 grams36 %
251 grams29 %
295.1 grams24 %
322.3 grams21 %
346.4 grams19 %
393.7 grams14 %
431 grams10 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
05-3307A4_37066_230421_KEE_SBfillGeo_GradSE_1pdf91.22 KB04/24/20232023-04-21-12-1   Info

Test was verified on 4/24/2023