Summary for Test 2021-12-02-44-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214524
DEA: 07304504
EFIS: 0714000067
DIST-CO-RTE-PM07-LA-57-R0.0/R4.5
Award Date06/11/2020
Closeout Date04/03/2025
Work DescriptionCONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date12/02/2021 Sample Unique Key44
Date that the sample was received by the laboratory/organization performing the testing12/11/2021 Sample typeVerification
A brief description of the sampleCoarse aggregate The quantity of what the sample constitutesOne Bag
From where was the sample collectedManufacturer First name of sampler or witnessed byBaher
Last name of sampler or witnessed byFakhoury Title of samplerTET
Telephone number of sampler2137937180 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameRobertson's Corona (Harlow)
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site) 91-33-0061
The fabricator's/manufacturer's product name for the sample3/8 Pea Gravel The fabricator/manufacturer designation for the sampleMix Plant
The plant number A detailed description of where the material sample was collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberSC675B38 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-12-02-44
DIME Test ID: 2021-12-02-44-1
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-05-04

Test Results


What size aggregate is being tested?: 0.375 in x No. 8 - 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: Measured
Tester's full name: Baher Fakhoury
Date of test: 12/08/2021
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
1161 grams
0.0 grams100 %
38.0 grams97 %
923.0 grams20 %
1109.0 grams4 %
1161.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/4/2022 ✔