Summary for Test 2022-02-12-22-3

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214671
DEA: 07303904
EFIS: 0714000044
DIST-CO-RTE-PM07-LA-10-31.2/37.2
Award Date11/25/2020
Closeout Date10/11/2023
Work DescriptionLANE REPLACEMENT
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
QA Service Level1 (Verified on 01/21/2021)

Sample Information

Sample Taken Date02/12/2022 Sample Unique Key22
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing03/12/2022
Sample typeDepartment Acceptance A brief description of the sample1x4 pcc aggregate
The quantity of what the sample constitutes601c.y-1200 c.y From where was the sample collectedManufacturer
First name of sampler or witnessed byVictor Last name of sampler or witnessed byPham
Title of sampler Telephone number of sampler2137924794
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Durbin Transportation Laboratory (TL) NumberC0212B1
Inspector Lot Number from the Transportation Laboratory (TL) Form5882 Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)SMARA 91-19-0023
The fabricator's/manufacturer's product name for the samplePCC mix The fabricator/manufacturer designation for the sampleMix G3-21-PRS-237
The plant number A detailed description of where the material sample was collectedConveyor Belt
Where the material sample would have been placed if not sampledRoadway Primary Aggregate Nominal Size1 inch
The concrete mix design numberG3-21-PRS-237 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-02-12-22
DIME Test ID: 2022-02-12-22-3
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-03-11

Test Results


What size aggregate is being tested?: 0.375 in x No. 8 - 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: A.Behjati
Date of test: 02/19/2022
Cumulative Mass RetainedCumulative Percent Passing
1066 grams
0 grams100 %
185 grams83 %
908 grams15 %
1013 grams5 %
1066 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/11/2022