Summary for Test 2022-10-04-63-3

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date10/04/2022 Sample Unique Key63
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 testing10/13/2022
Sample typeDepartment Acceptance A brief description of the sample1x4 and WCS
The quantity of what the sample constitutes70 CY 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 identificationC 1004B1 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFCI Shortload yard 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)91-19-0023
The fabricator's/manufacturer's product name for the sampleRSC CONCRETE MIX The fabricator/manufacturer designation for the sampleMix FIW 3018-A1
The plant numberFCI A detailed description of where the material sample was collectedPlant Stockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberFIW 3018-A1 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-10-04-63
DIME Test ID: 2022-10-04-63-3
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: 2022-11-07

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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: A.Toledo
Date of test: 10/21/2022
Cumulative Mass RetainedCumulative Percent Passing
522 grams
0 grams100 %
16 grams97 %
100 grams81 %
207 grams60 %
332 grams36 %
456 grams13 %
505 grams3 %
516 grams1 %
522 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/7/2022