Summary for Test 2025-12-30-14-1

Test performed: AASHTO T27-14

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 Date12/30/2025 Sample Unique Key14
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing12/30/2025
Sample typeQuality Control A brief description of the sampleWashed Concrete Sand
The quantity of what the sample constitutesOne Bag From where was the sample collectedSource
First name of sampler or witnessed byEduardo Last name of sampler or witnessed byZamudio Pitalua
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex Lytle Creek 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)4419
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 Sizefine
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-12-30-14
DIME Test ID: 2025-12-30-14-1
Testing Lab: Thompson Pipe Group - Los Angeles
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-01-22

Test Results


What type of gradation is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: eduardo zamudio
Date of test: 12/30/2025
Cumulative Percent Passing
100 %
98 %
82 %
60 %
37 %
17 %
6 %
1.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/22/2026