Summary for Test 2026-09-22-42-2

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 211420
DEA: 042G3404
EFIS: 0413000213
COOP: 042617
DIST-CO-RTE-PM04-SON-101-21.4/21.5
Award DateNot set
Closeout DateNot set
Work DescriptionConstruct pedestrian and bicycle overcrossing on US 101 between Steele Lane and College Avenue
Location DescriptionNot set
QA Service Level2 (Verified on 04/19/2016)

Sample Information

Sample Taken Date09/22/2026 Sample Unique Key42
Date that the sample was received by the laboratory/organization performing the testing09/24/2026 Sample typeQuality Control
A brief description of the sample1/2"x No. 4 Sand The quantity of what the sample constitutes2
From where was the sample collectedSupplier First name of sampler or witnessed byMohsen
Last name of sampler or witnessed byNoshad Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameShamrock
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)04-2G3404
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 Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-09-22-42
DIME Test ID: 2026-09-22-42-2
Testing Lab: Construction Testing Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-09-28

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: Michael Mahurin
Date of test: 09/26/2026
Sieve SizeCumulative Percent Passing
100 %
97 %
80 %
63 %
42 %
21 %
7 %
2.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/28/2026 ✔