Summary for Test 2025-10-13-9-4

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1000403
DEA: 120K91U4
EFIS: 1222000031
DIST-CO-RTE-PM12-ORA-91-R9.2/R11.4
Award Date01/03/2025
Closeout DateNot set
Work DescriptionCONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS.
Location DescriptionORANGE COUNTY IN ANAHEIM FROM 0.9 MILE WEST TO 1.3 MILES EAST OF LAKEVIEW AVENUE OVERCROSSING
QA Service Level1 (Verified on 08/19/2024)

Sample Information

Sample Taken Date10/13/2025 Sample Unique Key9
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 testing10/13/2025
Sample typeQuality Control A brief description of the sample1", 3/8", WCS
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byAndrew Last name of sampler or witnessed bySolis
Title of samplerQC Field Technician Telephone number of sampler
Laboratory sample identificationMix 556300 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAssociated Ready Mix 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)91-19-0025
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 collectedPlant, Fountain Valley
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number556300 Lot number1
Sublot number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2025-10-13-9
DIME Test ID: 2025-10-13-9-4
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: 2025-11-19

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: Andrew Solis
Date of test: 10/13/2025
Sieve SizeCumulative Percent Passing
100 %
98 %
81 %
68 %
45 %
22 %
5 %
2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/19/2025