Summary for Test 2022-02-01-50-3

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215257
DEA: 11056374
EFIS: 1117000087
DIST-CO-RTE-PM11-SD-11-0.6/2.7
Award Date02/16/2021
Closeout DateNot set
Work DescriptionCONSTRUCT INTERCHANGE, PLACE JPCP, HMA, AND INSTALL LIGHTING.
Location DescriptionSAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 1.2 MILE EAST OF ENRICO FERMI DRIVE OVERCROSSING
QA Service Level1 (Verified on 11/25/2020)

Sample Information

Sample Taken Date02/01/2022 Sample Unique Key50
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 testing02/01/2022
Sample typeQuality Control A brief description of the sampleConcrete Aggregate
The quantity of what the sample constitutes20 CY From where was the sample collectedFabricator
First name of sampler or witnessed byRodrigo Last name of sampler or witnessed byLupian
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertsons Otay Plant Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameSiempre Viva Rd Wing Wall 2 Footings

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-37-0020
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 collectedconveyor belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberRRM 20045 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-02-01-50
DIME Test ID: 2022-02-01-50-3
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-04-21

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - 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: Calculated
Tester's full name: Larry Fukushima
Date of test: 02/01/2022
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 95 %
Cumulative percent passing the 3/4 in. sieve: 71 %
Cumulative percent passing the 1/2 in. sieve: 29 %
Cumulative percent passing the 3/8 in. sieve: 13 %
Cumulative percent passing the #4 sieve: 4 %
Cumulative percent passing the #8 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/21/2022