Summary for Test 2019-09-17-24-5

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214000
DEA: 073W8604
EFIS: 0717000117
DIST-CO-RTE-PM07-LA-1-35.3/46.9
Award Date05/01/2019
Closeout Date06/05/2020
Work DescriptionAPPLY SLURRY SEAL TO ROADWAY.
Location DescriptionLOS ANGELES COUNTY IN SANTA MONICA AND MALIBU FROM 0.3 MILE SOUTH OF PALISADE PEDESTRIAN OVERCROSSING TO MALIBU LAGOON BRIDGE
QA Service Level1 (Verified on 07/26/2019)

Sample Information

Sample Taken Date09/17/2019 Sample Unique Key24
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 testing09/19/2019
Sample typePer Request A brief description of the sampleType 3 Slurry Seal/Micro-surfacing
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of samplerMREA Telephone number of sampler
Laboratory sample identification8719 Linked DIME Sample ID
The fabricator/manufacturer/facility nameUnited Rock-Irwindale Transportation Laboratory (TL) NumberC914200
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)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 collectedStockpile at staging yard
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2019-09-17-24
DIME Test ID: 2019-09-17-24-5
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-10-09

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Friday Ofoegbu
Date of test: 09/21/2019
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:78 %
Cumulative percent passing the #8 sieve:60 %
Cumulative percent passing the #16 sieve:44 %
Cumulative percent passing the #30 sieve:34 %
Cumulative percent passing the #50 sieve:23 %
Cumulative percent passing the #100 sieve:15 %
Cumulative percent passing the #200 sieve:9.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/9/2019