Summary for Test 2026-06-04-98-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1002087
DEA: 043AA904
EFIS: 0420000066
DIST-CO-RTE-PM04-MRN-131-1.95
Award DateNot set
Closeout DateNot set
Work Description3AA90 INSTALL SOLDIER PILE AND LAGGING WALL, AND RECONSTRUCT - Hwy 131 PM 1.95
Location DescriptionNot set
QA Service Level1 (Verified on 04/20/2026)

Sample Information

Sample Taken Date06/04/2026 Sample Unique Key98
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 testing06/04/2026
Sample typeAcceptance A brief description of the sample1 Bag of 3/8" Aggregate
The quantity of what the sample constitutes9 yards From where was the sample collectedSupplier
First name of sampler or witnessed byJose Last name of sampler or witnessed byAmparan
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Pleasanton 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)Vulcan Pleasanton
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 collectedSampled from a stockpile at Vulcan Pleasanton
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: 2026-06-04-98
DIME Test ID: 2026-06-04-98-1
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-06-05

Test Results


What size aggregate is being tested?: 0.375 in x No. 8 - 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: Jose Amparan
Date of test: 06/04/2026
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
2430 grams
0.0 grams100 %
260.0 grams89 %
2110.0 grams13 %
2420.0 grams0 %
2420.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/5/2026