Summary for Test 2025-07-31-79-3

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1000665
DEA: 081K4004
EFIS: 0819000031
DIST-CO-RTE-PM08-RIV-15-3.5/6.8
Award Date01/29/2025
Closeout DateNot set
Work DescriptionHMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC).
Location DescriptionTEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD
QA Service Level1 (Verified on 01/13/2025)

Sample Information

Sample Taken Date07/31/2025 Sample Unique Key79
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 testing07/31/2025
Sample typeAcceptance A brief description of the sample1"xNo.4, Pea Gravel, & WCS Aggregate PCC
The quantity of what the sample constitutes10 CY From where was the sample collectedManufacturer
First name of sampler or witnessed byIdris Last name of sampler or witnessed byNajjar
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex — Corona 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)91-36-0040
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 collectedConveyor Belt at Cemex, Corona Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number1610837 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-07-31-79
DIME Test ID: 2025-07-31-79-3
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-12-05

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: Measured
Tester's full name: Idris Najjar
Date of test: 08/01/2025
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
505 grams
0.0 grams100 %
6.0 grams99 %
83.0 grams84 %
191.0 grams62 %
308.0 grams39 %
408.0 grams19 %
463.0 grams8 %
491.6 grams3 %
492.5 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/5/2025