Summary for Test 2026-05-18-11-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1001572
DEA: 060W9204
EFIS: 0618000063
DIST-CO-RTE-PM06-KER-5-4.1/10.7
Award DateNot set
Closeout DateNot set
Work DescriptionRDWY EXC, CRCP, JPCP, HMA, TEMP BARRIER SYSTEM, AND AGGREGATE SUBBASE.
Location DescriptionKERN COUNTY NEAR GRAPEVINE FROM 0.3 MILE SOUTH OF GRAPEVINE CREEK BRIDGE TO 0.5 MILE NORTH OF GRAPEVINE ROAD UNDERCROSSING
QA Service Level1 (Verified on 09/15/2025)

Sample Information

Sample Taken Date05/18/2026 Sample Unique Key11
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 testing05/19/2026
Sample typeAcceptance A brief description of the sampleClass 2 AB
The quantity of what the sample constitutes60 lbs of class 2 AB From where was the sample collectedJob Site
First name of sampler or witnessed byQC Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namevulcan materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid Item3944948

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-15-0041
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 collectedWindrow in the field.
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-05-18-11
DIME Test ID: 2026-05-18-11-1
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: 2026-05-19

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/19/2026
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
10214 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
457.5 grams96 %
2619.5 grams74 %
3693.0 grams64 %
4763.0 grams53 %
475.8 grams
153.8 grams36 %
241.7 grams26 %
301.2 grams19 %
347.7 grams14 %
382.4 grams10 %
411.9 grams7.1 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0W9204_37045_260518_Cl2ABpdf100.26 KB05/19/20262026-05-18-11-1   Info

Test was verified on 5/19/2026