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
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
Bid ItemNot set

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
Sieve SizeCumulative Percent Passing
100 %
100 %
100 %
100 %
100 %
99 %
88 %
81 %
67 %
53 %
43 %
35 %
26 %
17 %
11 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019 ✔