Summary for Test 2025-11-07-9-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1000510
DEA: 060W79U4
EFIS: 0622000189
DIST-CO-RTE-PM06-KER,TUL-99-56.4/57.6,0.0/13.5
Award Date04/10/2025
Closeout DateNot set
Work DescriptionRDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC.
Location DescriptionKERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING
QA Service Level1 (Verified on 08/26/2024)

Sample Information

Sample Taken Date11/07/2025 Sample Unique Key9
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 testing11/07/2025
Sample typeAcceptance A brief description of the sampleConcrete for sound wall footing
The quantity of what the sample constitutes1 bag 1X4 and Sand From where was the sample collectedSource
First name of sampler or witnessed byAlex Last name of sampler or witnessed byEscobar
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalportland Tulare Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid Item3906226

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Tulare
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 number163457D Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-11-07-9
DIME Test ID: 2025-11-07-9-1
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: 2025-11-07

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse 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: Alex Escobar
Date of test: 11/07/2025
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
10305 grams
0.0 grams100 %
0.0 grams100 %
1110.5 grams89 %
6517.5 grams37 %
9217.5 grams11 %
10122.5 grams2 %
10173.5 grams1 %
10206.5 grams
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0W79U4_37000_251107pdf225.35 KB11/07/20252025-11-07-9-1   Info

Test was verified on 11/7/2025