Summary for Test 2021-04-19-32-6

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215302
DEA: 120M82A4
EFIS: 1219000036
DIST-CO-RTE-PM12-ORA-1-7.9/10.5, 10.3/10.5
Award DateNot set
Closeout Date07/25/2023
Work DescriptionA NEW PRIME CONTRACTOR HAS BEEN ASSIGNED. THE NEW CONTRACT NUMBER IS 12-0M82C4.
Location DescriptionORANGE COUNTY IN LAGUNA BEACH FROM LEDROIT STREET TO RUBY STREET
QA Service Level1 (Verified on 12/14/2020)

Sample Information

Sample Taken Date04/19/2021 Sample Unique Key32
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 testing04/21/2021
Sample typeAnnual Source Testing A brief description of the sample1.5" PCC Aggregate
The quantity of what the sample constitutes10 Bags From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byHindman
Title of samplerQC Technician Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertsons - Corona Transportation Laboratory (TL) Number3853
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)91-33-0061
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 collectedStockpile @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-04-19-32
DIME Test ID: 2021-04-19-32-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-05-12

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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 04/28/2021
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 97 %
Cumulative percent passing the 1 in. sieve: 25 %
Cumulative percent passing the 3/4 in. sieve: 7 %
Cumulative percent passing the 1/2 in. sieve: 3 %
Cumulative percent passing the 3/8 in. sieve: 2 %
Cumulative percent passing the #4 sieve: 1 %
Cumulative percent passing the #8 sieve: 1 %
Cumulative percent passing the #16 sieve: 0 %
Cumulative percent passing the #30 sieve: 0 %
Cumulative percent passing the #50 sieve: 0 %
Cumulative percent passing the #100 sieve: 0 %
Cumulative percent passing the #200 sieve: 0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/12/2021