Summary for Test 2025-05-08-28-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1000264
DEA: 060W90U4
EFIS: 0623000128
DIST-CO-RTE-PM06-TUL-198,216-R11.6/R11.9,R0.0/2.7
Award Date08/29/2024
Closeout DateNot set
Work DescriptionHMA AND MODIFYING SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionTULARE COUNTY IN AND NEAR VISALIA ON ROUTE 216 FROM 0.2 MILE SOUTH OF LOVERS LANE UNDERCROSSING TO 0.2 MILE EAST OF MCAULIFF STREET AND ON ROUTE 198 FROM 0.1 MILE WEST TO 0.2 MILE EAST OF LOVERS LANE UNDERCROSSING
QA Service Level1 (Verified on 04/15/2024)

Sample Information

Sample Taken Date05/08/2025 Sample Unique Key28
Date that the sample was received by the laboratory/organization performing the testing05/08/2025 Sample typeQuality Assurance
A brief description of the sampleImported Fill The quantity of what the sample constitutesTwo Bags
From where was the sample collectedJob Site First name of sampler or witnessed byJason
Last name of sampler or witnessed byRuiz Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationStructure Backfill Sample
Linked DIME Sample ID The fabricator/manufacturer/facility nameNot Supplied
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)Job Site
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 collectedJob Site
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-05-08-28
DIME Test ID: 2025-05-08-28-1
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-05-09

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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 05/09/2025
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
1042.0 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
13.6 grams99 %
49.9 grams95 %
55.9 grams95 %
131.7 grams87 %
306.3 grams71 %
498.8 grams52 %
650.4 grams38 %
762.5 grams27 %
852.7 grams18 %
911.2 grams13 %
915.4 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/9/2025 ✔