Summary for Test 2019-09-17-28-3

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214029
DEA: 07301104
EFIS: 0714000009
DIST-CO-RTE-PM07-LA-60,710-710-R2.8/11.8, 24.1/25.1
Award Date06/03/2019
Closeout Date10/17/2023
Work DescriptionRoadway ex, place jointed plain concrete pavement & concrete barrieres
Location DescriptionIn Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation.
QA Service Level1 (Verified on 06/25/2019)

Sample Information

Sample Taken Date09/17/2019 Sample Unique Key28
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 sampleNative Soil
The quantity of what the sample constitutes 2 bags From where was the sample collectedJob Site
First name of sampler or witnessed bySonny Last name of sampler or witnessed byNogoy
Title of samplerTE Telephone number of sampler
Laboratory sample identification8718 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC664533
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedWB Rte 60 Right Shoulder Rosemead Ave
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-09-17-28
DIME Test ID: 2019-09-17-28-3
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
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: Kiet Phan
Date of test: 09/19/2019
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: 88 %
Cumulative percent passing the 3/8 in. sieve: 81 %
Cumulative percent passing the #4 sieve: 67 %
Cumulative percent passing the #8 sieve: 53 %
Cumulative percent passing the #16 sieve: 43 %
Cumulative percent passing the #30 sieve: 35 %
Cumulative percent passing the #50 sieve: 26 %
Cumulative percent passing the #100 sieve: 17 %
Cumulative percent passing the #200 sieve: 11 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019