Summary for Test 2021-12-06-55-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215501
DEA: 112N0744
EFIS: 1119000166
DIST-CO-RTE-PM11-SD-163-5.6/R11.2
Award Date03/30/2021
Closeout Date09/14/2023
Work DescriptionAPPLY MICRO-SURFACING AND PLACE PAVEMENT DELINEATION AT RAMPS.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM 1.3 MILES NORTH OF FRIARS ROAD OVERCROSSING TO 0.3 MILE NORTH OF KEARNY VILLA ROAD OVERCROSSING
QA Service Level1 (Verified on 07/19/2021)

Sample Information

Sample Taken Date12/06/2021 Sample Unique Key55
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 testing12/07/2021
Sample typeQuality Assurance A brief description of the sample3/8" Type III Aggregate
The quantity of what the sample constitutes2 bags From where was the sample collectedSource
First name of sampler or witnessed byFarsheed Last name of sampler or witnessed byFani
Title of samplerAssistant RE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCoachella Valley 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)not provided
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-12-06-55
DIME Test ID: 2021-12-06-55-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-01-13

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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Melchor Oronoz
Date of test: 01/07/2022
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: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 81 %
Cumulative percent passing the #8 sieve: 47 %
Cumulative percent passing the #16 sieve: 34 %
Cumulative percent passing the #30 sieve: 24 %
Cumulative percent passing the #50 sieve: 17 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 6 %
General comments (publicly viewable) (Max 1000 characters): Pass

Test was verified on 1/13/2022