Summary for Test 2025-07-15-51-3

Test performed: CTM 227-December 2014

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 Date07/15/2025 Sample Unique Key51
Date that the sample was received by the laboratory/organization performing the testing07/16/2025 Sample typeQuality Control
A brief description of the sample3/8", WCS The quantity of what the sample constitutes1 bag
From where was the sample collectedJob Site First name of sampler or witnessed byJames
Last name of sampler or witnessed byRogers Title of samplerQC Field Technician
Telephone number of sampler Laboratory sample identificationMix 1611614
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 nameCIDH 117
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-36-0040
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
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number1611614 Lot number1
Sublot number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2025-07-15-51
DIME Test ID: 2025-07-15-51-3
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2025-07-17

Test Results


Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Steven Chang
Date of test: 07/16/2025
Cleanness value (11/2 in. maximum aggregate mix): 84
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/17/2025 ✔