Summary for Test 2023-05-16-22-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215180
DEA: 060Q9204
EFIS: 0614000010
COOP: 061764
DIST-CO-RTE-PM06-KER-99-10.4/21.2
Award Date12/08/2020
Closeout DateNot set
Work DescriptionCONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location DescriptionKERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
QA Service Level1 (Verified on 09/14/2020)

Sample Information

Sample Taken Date05/16/2023 Sample Unique Key22
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 testing05/17/2023
Sample typeDepartment Acceptance A brief description of the sampleCRCP Aggregates
The quantity of what the sample constitutes2 bags of aggregate 1 bag sand From where was the sample collectedSource
First name of sampler or witnessed byJames Last name of sampler or witnessed byWatson
Title of sampler Telephone number of sampler6615498281
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHwy 223 off ramp sb 99 Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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 numberG3-21-PCC-263 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-05-16-22
DIME Test ID: 2023-05-16-22-1
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: 2023-05-17

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: Neale Brown
Date of test: 05/17/2023
Cumulative Mass RetainedCumulative Percent Passing
10617 grams
0 grams100 %
48.5 grams100 %
2899.5 grams73 %
7933.5 grams25 %
9400 grams11 %
10338 grams3 %
10392 grams2 %
10608 grams
General comments (publicly viewable) (Max 1000 characters): Agg. sample # 2

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0Q9204_37085_230516pdf137.26 KB05/17/20232023-05-16-22-1   Info

Test was verified on 5/17/2023