Summary for Test 2023-11-09-40-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994412
DEA: 06442564
EFIS: 0620000053
COOP: 061774
DIST-CO-RTE-PM06-KER,-46-26.1/30.2
Award Date07/17/2023
Closeout Date05/09/2025
Work DescriptionCONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY.
Location DescriptionKERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT
QA Service Level1 (Verified on 08/21/2023)

Sample Information

Sample Taken Date11/09/2023 Sample Unique Key40
Date that the sample was received by the laboratory/organization performing the testing11/09/2023 Sample typeDepartment Acceptance
A brief description of the sampleClass 2 AB The quantity of what the sample constitutes1 bags
From where was the sample collectedJob Site First name of sampler or witnessed byNeale
Last name of sampler or witnessed byBrown Title of samplerMaterials Tester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCrushed on site
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)91-15-0114
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: 2023-11-09-40
DIME Test ID: 2023-11-09-40-1
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: 2023-11-13

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: James Watson
Date of test: 11/09/2023
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
10410 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
87.0 grams99 %
276.5 grams97 %
1956.0 grams81 %
3232.0 grams69 %
5719.5 grams45 %
506.6 grams
122.0 grams34 %
206.0 grams27 %
275.0 grams21 %
338.0 grams15 %
379.0 grams11 %
405.0 grams9 %
General comments (publicly viewable) (Max 1000 characters): EB Sta 166+30

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-442564_37036_231109Recycle_Class2ABpdf29.00 KB11/13/20232023-11-09-40-1   Info

Test was verified on 11/13/2023 ✔