Summary for Test 2019-12-31-4-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 210735
DEA: 071193U4
EFIS: 0713000007
DIST-CO-RTE-PM07-LA-10-37.2/42.4
Award Date11/16/2015
Closeout Date07/11/2022
Work DescriptionCONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location DescriptionIN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
QA Service Level1 (Verified on 03/07/2016)

Sample Information

Sample Taken Date12/31/2019 Sample Unique Key4
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 testing01/02/2020
Sample typeAcceptance A brief description of the sample1" AGGREGATE PCC
The quantity of what the sample constitutes1 BAG From where was the sample collectedSource
First name of sampler or witnessed byHORNESTO Last name of sampler or witnessed byCastillo
Title of samplerMREA Telephone number of sampler
Laboratory sample identification9078 Linked DIME Sample ID2019-12-31-4
The fabricator/manufacturer/facility nameHOLIDAY ROCK upland Transportation Laboratory (TL) NumberC915129
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)Unknown
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedUnknown
Where the material sample would have been placed if not sampledSTG 5 VIA VERDE BRIDGE Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-12-31-4
DIME Test ID: 2019-12-31-4-1
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: 2020-03-19

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: EDMOUND JABBOUR
Date of test: 01/03/2020
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 99 %
Cumulative percent passing the 3/4 in. sieve: 80 %
Cumulative percent passing the 1/2 in. sieve: 15 %
Cumulative percent passing the 3/8 in. sieve: 4 %
Cumulative percent passing the #4 sieve: 2 %
Cumulative percent passing the #8 sieve: 1.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/19/2020