Summary for Test 2025-03-10-85-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1000539
DEA: 044K3004
EFIS: 0417000293
DIST-CO-RTE-PM04-SOL-80-22.1/R23.0
Award Date11/05/2024
Closeout Date05/25/2026
Work DescriptionCONSTRUCT CONCRETE BARRIER AND INSTALL DRAINAGE SYSTEM.
Location DescriptionSOLANO COUNTY FROM 1.2 MILES EAST OF NORTH TEXAS STREET OVERCROSSING IN FAIRFIELD TO 0.1 MILE WEST OF CHERRY GLEN ROAD OVERCROSSING IN VACAVILLE
QA Service Level1 (Verified on 08/29/2024)

Sample Information

Sample Taken Date03/10/2025 Sample Unique Key85
Date that the sample was received by the laboratory/organization performing the testing03/10/2025 Sample typeQuality Control
A brief description of the sample1" x #4 Aggregate The quantity of what the sample constitutes1 Day
From where was the sample collectedSupplier First name of sampler or witnessed byEsteban
Last name of sampler or witnessed byIrizarry Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCemex
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)91-57-0008
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 collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number1615674 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-03-10-85
DIME Test ID: 2025-03-10-85-1
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-06-25

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: Calculated
Tester's full name: Todd Strait
Date of test: 03/11/2025
Sieve SizeCumulative Percent Passing
100 %
95 %
81 %
40 %
17 %
2 %
1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/25/2025 ✔