Summary for Test 2019-09-17-15-3

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214032
DEA: 09378604
EFIS: 0918000080
DIST-CO-RTE-PM09-KER-58-R128.9/R135.1
Award Date05/13/2019
Closeout Date12/02/2019
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY NEAR BORON FROM 1.3 MILES EAST OF CALIFORNIA CITY BOULEVARD TO 1.3 MILES WEST OF TWENTY MULE TEAM OVERCROSSING
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date09/17/2019 Sample Unique Key15
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 testing10/25/2019
Sample typeAcceptance A brief description of the sampleColdfeed 3/4" Lime Treated Agg
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byTim Last name of sampler or witnessed byReyes
Title of samplerQC Supervisor Telephone number of sampler
Laboratory sample identification8726 Linked DIME Sample ID
The fabricator/manufacturer/facility nameLittle Rock Transportation Laboratory (TL) NumberC912442
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 collectedFrom roard while paving in operation
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot number8 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-09-17-15
DIME Test ID: 2019-09-17-15-3
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: 2019-10-15

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
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: 09/27/2019
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 76 %
Cumulative percent passing the 3/8 in. sieve: 63 %
Cumulative percent passing the #4 sieve: 40 %
Cumulative percent passing the #8 sieve: 24 %
Cumulative percent passing the #16 sieve: 18 %
Cumulative percent passing the #30 sieve: 13 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 2.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019