Summary for Test 2025-08-14-173-4

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1001391
DEA: 051S4904
EFIS: 0525000044
DIST-CO-RTE-PM05-SB-1-10.14
Award DateNot set
Closeout DateNot set
Work DescriptionExcavating and Grading, repair/stabilize embankment, Soldier Pile Wall construction, Paving, Providing temporary traffic control
Location DescriptionNot set
QA Service Level1 (Verified on 07/15/2025)

Sample Information

Sample Taken Date08/14/2025 Sample Unique Key173
Date that the sample was received by the laboratory/organization performing the testing08/15/2025 Sample typeQuality Control
A brief description of the sample1"x #4 & WCS The quantity of what the sample constitutes1 Bag
From where was the sample collectedJob Site First name of sampler or witnessed byRandolph
Last name of sampler or witnessed byLager Title of samplerField Technician
Telephone number of sampler Laboratory sample identification710GN1010 Set 1
Linked DIME Sample ID The fabricator/manufacturer/facility nameCalPortland
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure namePile#4
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-54-0038
The fabricator's/manufacturer's product name for the sampleSet 1 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 number710GN1010 Lot number1
Sublot number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2025-08-14-173
DIME Test ID: 2025-08-14-173-4
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-06-19

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: Julian Prieto
Date of test: 08/18/2025
Sieve SizeCumulative Percent Passing
100 %
97 %
82 %
35 %
18 %
3 %
2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/19/2026 ✔