Summary for Test 2024-10-31-19-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 995242
DEA: 060Y1304
EFIS: 0619000010
DIST-CO-RTE-PM06-KER-33-40.4/59.3
Award Date06/20/2024
Closeout Date09/10/2026
Work DescriptionCOLD PLANE, PLACE HMA AND RHMA-G, AND REPLACE CULVERTS.
Location DescriptionKERN COUNTY ABOUT 8 MILES NORTH OF MCKITTRICK FROM CYMRIC WASH BRIDGE TO 0.8 MILE SOUTH OF ROUTE 46
QA Service Level1 (Verified on 09/03/2024)

Sample Information

Sample Taken Date10/31/2024 Sample Unique Key19
Date that the sample was received by the laboratory/organization performing the testing10/31/2024 Sample typeAcceptance
A brief description of the samplePCC The quantity of what the sample constitutesday pour stress reduce slab
From where was the sample collectedSource First name of sampler or witnessed byMike
Last name of sampler or witnessed byCozad Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGolden empire Wasco
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-15-0041
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 collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberNCT09013 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-10-31-19
DIME Test ID: 2024-10-31-19-1
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: 2024-11-02

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
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: Calculated
Tester's full name: Mike Cozad
Date of test: 11/02/2024
Sieve SizeCumulative Percent Passing
100 %
100 %
88 %
48 %
25 %
7 %
3 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0Y1304_37053_241031_Gradationpdf162.47 KB11/02/20242024-10-31-19-1   Info

Test was verified on 11/2/2024 ✔