Summary for Test 2022-07-15-34-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date07/15/2022 Sample Unique Key34
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 testing07/15/2022
Sample typeAcceptance A brief description of the sample1" X #4
The quantity of what the sample constitutes596 CY From where was the sample collectedSupplier
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of samplerPlant Inspector Telephone number of sampler213-792-4793
Laboratory sample identificationKH124X Linked DIME Sample ID
The fabricator/manufacturer/facility nameFlatiron Plant - Paxton off-Ramp Transportation Laboratory (TL) NumberC071522A
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)91-19-0023
The fabricator's/manufacturer's product name for the sampleJPCP Pavement The fabricator/manufacturer designation for the sampleFlatiron West
The plant numberFlatiron Portable Pacoima A detailed description of where the material sample was collectedConveyor Belt
Where the material sample would have been placed if not sampledPCC SLAB Primary Aggregate Nominal Size1 inch
The concrete mix design numberJPCP-3215-06 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-07-15-34
DIME Test ID: 2022-07-15-34-1
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-07-21

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
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: Measured
Tester's full name: Kevin Hopkins
Date of test: 07/18/2022
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 480 grams
Cumulative mass retained on the 3/4 in. sieve: 1856 grams
Cumulative mass retained on the 1/2 in. sieve: 6045 grams
Cumulative mass retained on the 3/8 in. sieve: 8764 grams
Cumulative mass retained on the #4 sieve: 9763 grams
Cumulative mass retained on the #8 sieve: 9788 grams
Cumulative mass retained on the pan: 10135 grams
Mass of all aggregate: 10135 grams
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 95 %
Cumulative percent passing the 3/4 in. sieve: 82 %
Cumulative percent passing the 1/2 in. sieve: 40 %
Cumulative percent passing the 3/8 in. sieve: 14 %
Cumulative percent passing the #4 sieve: 4 %
Cumulative percent passing the #8 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/21/2022