Summary for Test 2025-09-18-116-2

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993595
DEA: 042Q5504
EFIS: 0419000024
DIST-CO-RTE-PM04-SOL-12-7.9/14.1
Award Date02/14/2025
Closeout DateNot set
Work DescriptionRHMA OVERLAY, REPLACE CULVERTS, BRIDGE RAILS, AND MEDIAN BARRIERS.
Location DescriptionSOLANO COUNTY NEAR SUISUN CITY FROM 0.2 MILE EAST OF LAWLER RANCH PARKWAY TO 0.5 MILE EAST OF SHILOH ROAD
QA Service Level1 (Verified on 02/22/2022)

Sample Information

Sample Taken Date09/18/2025 Sample Unique Key116
Date that the sample was received by the laboratory/organization performing the testing09/18/2025 Sample typeQuality Assurance
A brief description of the samplePCC Agg The quantity of what the sample constitutes 3 Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byCasey
Last name of sampler or witnessed byFarrington Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCemex Fairfield
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)Cemex Cache Creek
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 number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-09-18-116
DIME Test ID: 2025-09-18-116-2
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-05-26

Test Results


What size aggregate is being tested?: Fine 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: ASM HOSSAIN
Date of test: 09/18/2025
Sieve SizeCumulative Percent Passing
100 %
100 %
86 %
63 %
45 %
25 %
8 %
2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/26/2026 ✔