Summary for Test 2025-10-13-5-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1000300
DEA: 060S0504
EFIS: 0615000047
DIST-CO-RTE-PM06-KER-166-17.5
Award Date08/23/2024
Closeout DateNot set
Work DescriptionMICROPILING, STRUCTURAL CONCRETE, AND HOT MIX ASPHALT (TYPE A).
Location DescriptionKERN COUNTY NEAR METTLER AT CALIFORNIA AQUEDUCT BRIDGE
QA Service Level1 (Verified on 05/06/2024)

Sample Information

Sample Taken Date10/13/2025 Sample Unique Key5
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 testing10/14/2025
Sample typeAcceptance A brief description of the sampleStructure Backfill
The quantity of what the sample constitutes1bag of structure backfill From where was the sample collectedJob Site
First name of sampler or witnessed byMilo Last name of sampler or witnessed byGunito
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNative Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid Item3912284

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 collectedStockpile
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-10-13-5
DIME Test ID: 2025-10-13-5-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-10-14

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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 10/14/2025
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
495.1 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
5.6 grams99 %
10.9 grams98 %
21.6 grams96 %
38.3 grams92 %
61.2 grams88 %
97.4 grams80 %
155.3 grams69 %
230.8 grams53.4 %
235.4 grams
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0S0504_37029_251014pdf28.55 KB10/14/20252025-10-13-5-1   Info

Test was verified on 10/14/2025