Summary for Test 2024-05-23-22-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994819
DEA: 060U4304
EFIS: 0616000033
DIST-CO-RTE-PM06-KER-184-8.5/11.6
Award Date10/26/2023
Closeout DateNot set
Work DescriptionRESURFACE LANES AND SHOULDERS.
Location DescriptionKERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE NORTH OF EDISON HIGHWAY TO 0.1 MILE NORTH OF CHASE AVENUE
QA Service Level1 (Verified on 05/22/2023)

Sample Information

Sample Taken Date05/23/2024 Sample Unique Key22
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 testing05/23/2024
Sample typeDepartment Acceptance A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutesClass 2 AB From where was the sample collectedJob Site
First name of sampler or witnessed byG3 Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namejobsite 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)91-15-0068
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 collectedwindrow
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-05-23-22
DIME Test ID: 2024-05-23-22-1
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: 2024-05-24

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?: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/23/2024
Cumulative Mass RetainedCumulative Percent Passing
5888 grams
0 grams100 %
0 grams100 %
0 grams100 %
0 grams100 %
0 grams100 %
375 grams94 %
1331 grams77 %
1827 grams69 %
2812 grams52 %
500.2 grams
109.9 grams41 %
197.1 grams32 %
280.1 grams23 %
348.7 grams16 %
398.6 grams11 %
427.6 grams8 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0U4304_37036_240523pdf28.94 KB05/24/20242024-05-23-22-1   Info

Test was verified on 5/24/2024