Summary for Test 2023-11-29-1-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994412
DEA: 06442564
EFIS: 0620000053
COOP: 061774
DIST-CO-RTE-PM06-KER,-46-26.1/30.2
Award Date07/17/2023
Closeout Date05/09/2025
Work DescriptionCONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY.
Location DescriptionKERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT
QA Service Level1 (Verified on 08/21/2023)

Sample Information

Sample Taken Date11/29/2023 Sample Unique Key1
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 testing11/29/2023
Sample typeQuality Assurance A brief description of the samplesand
The quantity of what the sample constitutes2 bags of sand From where was the sample collectedJob Site
First name of sampler or witnessed byNeale Last name of sampler or witnessed byBrown
Title of samplerMaterial Tester Telephone number of sampler6617176041
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Solari Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

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: 2023-11-29-1
DIME Test ID: 2023-11-29-1-1
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: 2023-11-29

Test Results


What size aggregate is being tested?: Fine Aggregate
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: 11/29/2023
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
482.1 grams
1.0 grams100 %
19.0 grams96 %
67.0 grams86 %
138.0 grams71 %
238.0 grams51 %
338.0 grams30 %
399.0 grams17 %
426.0 grams12 %
428.2 grams
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-442564_37019_231129_Sandpdf28.86 KB11/29/20232023-11-29-1-1   Info

Test was verified on 11/29/2023