Summary for Test 2024-04-18-95-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994780
DEA: 070W3304
EFIS: 0721000265
DIST-CO-RTE-PM07-LA-10-19.5/29.5
Award Date03/13/2023
Closeout Date03/14/2025
Work DescriptionLOS ANGELES COUNTY FROM EVERGREEN AVENUE PEDESTRIAN OVERCROSSING IN LOS ANGELES TO VALLEY BOULEVARD UNDERCROSSING IN EL MONTE
Location DescriptionDIGOUTS, SLURRY SEAL, COLD PLANE OVERLAY,
QA Service Level1 (Verified on 06/07/2023)

Sample Information

Sample Taken Date04/18/2024 Sample Unique Key95
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 testing04/18/2024
Sample typeAcceptance A brief description of the sampleWashed Concrete Sand
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 sampler Telephone number of sampler2137937180
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility name8555 Hellman Ave, Rosemead 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)United Rock-Irwindale
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedstock pile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design numberMix # 2 Slurry Seal Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-04-18-95
DIME Test ID: 2024-04-18-95-1
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: 2024-11-20

Test Results


What size aggregate is being tested?: Fine 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: David Bassily
Date of test: 04/30/2024
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
512 grams
1.9 grams100 %
68.1 grams87 %
204.6 grams60 %
290.4 grams43 %
350.2 grams32 %
398.3 grams22 %
436.1 grams15 %
462.8 grams10 %
49.2 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/20/2024