Summary for Test 2026-09-22-67-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 995451
DEA: 080R8014
EFIS: 0820000075
DIST-CO-RTE-PM08-SBD-15-0/12
Award Date06/03/2024
Closeout DateNot set
Work DescriptionConstruction of one to two HOT lanes in each direction on Interstate 15 between SBD/RIV County Line to Foothill Blvd
Location DescriptionInterstate 15 between SBD/RIV County Line to Foothill Blvd
QA Service Level2 (Verified on 05/16/2023)

Sample Information

Sample Taken Date09/22/2026 Sample Unique Key67
Date that the sample was received by the laboratory/organization performing the testing09/22/2026 Sample typeAcceptance
A brief description of the sample1.5"x3/4", 1"xNo.4, & WCS The quantity of what the sample constitutes210 CY
From where was the sample collectedManufacturer First name of sampler or witnessed byIdris Najjar &
Last name of sampler or witnessed by& Gabriel Ramirez Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCoffman Specialties On-Site Mobile Plant — I-10/I-15 Connector
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)91-33-0098, 91-33-0001
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 @ On-Site Mobile Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number24 0010 01

Test Details

DIME Sample ID: 2026-09-22-67
DIME Test ID: 2026-09-22-67-1
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: 2026-10-13

Test Results


What size aggregate is being tested?: 1.5 in. x 0.75 in. - 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: Measured
Tester's full name: Robert Jarquin
Date of test: 09/22/2026
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
15039 grams
0.0 grams100 %
0.0 grams100 %
11510.0 grams23 %
14706.0 grams2 %
14871.0 grams1 %
14876.0 grams1 %
15031.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/13/2026 ✔