Summary for Test 2024-05-14-29-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994577
DEA: 060V7604
EFIS: 0616000220
DIST-CO-RTE-PM06-TUL,FRE-99-51.8/R53.9,R0.0/R0.3
Award Date05/24/2023
Closeout DateNot set
Work DescriptionUPGRADE WATER AND WASTEWATER SYSTEMS AT ROADSIDE REST AREA.
Location DescriptionTULARE AND FRESNO COUNTIES IN AND NEAR KINGSBURG FROM DODGE AVENUE OVERCROSSING TO 0.7 MILE NORTH OF MENDOCINO AVENUE OVERCROSSING
QA Service Level1 (Verified on 05/10/2023)

Sample Information

Sample Taken Date05/14/2024 Sample Unique Key29
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing05/14/2024
Sample typeDepartment Acceptance A brief description of the sample1 x 4 , 3/8" and sand PCC Aggregate
The quantity of what the sample constitutesday pour From where was the sample collectedSource
First name of sampler or witnessed byJason Last name of sampler or witnessed byRuiz
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCALPORTLAND 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)91-10-0027
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 number172457 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-05-14-29
DIME Test ID: 2024-05-14-29-1
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: 2024-05-15

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: Jason Ruiz
Date of test: 05/14/2024
Cumulative Mass RetainedCumulative Percent Passing
10413 grams
0 grams100 %
188 grams98 %
1350 grams87 %
4915 grams53 %
6659 grams36 %
8732 grams16 %
9503 grams9 %
10409 grams
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0V7604_37000_240514pdf162.24 KB05/15/20242024-05-14-29-1   Info

Test was verified on 5/15/2024