Summary for Test 2026-09-25-7-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1001613
DEA: 060V6104
EFIS: 0616000222
DIST-CO-RTE-PM06-KER-119-28.2/31.3
Award DateNot set
Closeout DateNot set
Work DescriptionHMA (TYPE A), RCP, CLASS 2 AB, ROADWAY EXC, AND MODIFYING SIGNAL.
Location DescriptionKERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE WEST OF ASHE ROAD TO ROUTE 119/99 SEPARATION
QA Service Level1 (Verified on 09/15/2025)

Sample Information

Sample Taken Date09/25/2026 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing09/25/2026 Sample typeAcceptance
A brief description of the samplePCC The quantity of what the sample constitutesHeadwall 2 bags aggregate and sand
From where was the sample collectedSource First name of sampler or witnessed byMatt
Last name of sampler or witnessed byDecker Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namemetro, Bakersfield
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid Item3936264

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-15-0068
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
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-09-25-7
DIME Test ID: 2026-09-25-7-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-09-25

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - 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: Matt Decker
Date of test: 09/25/2026
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
10816.5 grams
0.0 grams100 %
119.0 grams99 %
2248.0 grams79 %
6898.0 grams36 %
8743.5 grams19 %
9730.5 grams10 %
9972.0 grams8 %
10778.0 grams
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Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
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Test was verified on 9/25/2026 ✔