Summary for Test 2022-12-05-42-5

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214892
DEA: 06442554
EFIS: 0612000176
COOP: 061699
DIST-CO-RTE-PM06-KER-46-29.7/31.9
Award Date01/08/2021
Closeout DateNot set
Work DescriptionCONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location DescriptionKERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
QA Service Level1 (Verified on 06/17/2020)

Sample Information

Sample Taken Date12/05/2022 Sample Unique Key42
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 testing12/06/2022
Sample typeQuality Control A brief description of the sample1x4 concrete aggregates
The quantity of what the sample constitutes1 per batch From where was the sample collectedFabricator
First name of sampler or witnessed byJoel Last name of sampler or witnessed byD'Asaro
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNational Ready Mix Santa Clarita 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)91-15-0041
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 collectedbelt cut
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberNCT09014 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-12-05-42
DIME Test ID: 2022-12-05-42-5
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-12-19

Test Results


What size aggregate is being tested?: Fine Aggregate
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: Calculated
Tester's full name: Hector De La Torre
Date of test: 12/06/2022
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 99 %
Cumulative percent passing the #8 sieve: 89 %
Cumulative percent passing the #16 sieve: 65 %
Cumulative percent passing the #30 sieve: 42 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 1.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/19/2022