Summary for Test 2019-05-10-14-10

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 213638
DEA: 081E4604
EFIS: 0814000026
DIST-CO-RTE-PM08-RIV-74-37.7/44.7
Award Date12/07/2018
Closeout Date03/23/2021
Work DescriptionCONSTRUCT RAISED MEDIAN CURBS AND LEFT TURNS, AND WIDEN SHOULDERS.
Location DescriptionRIVERSIDE COUNTY IN AND NEAR HEMET FROM 0.1 MILE WEST OF WEST ACACIA AVENUE TO RAMONA EXPRESSWAY
QA Service Level1 (Verified on 02/08/2019)

Sample Information

Sample Taken Date05/10/2019 Sample Unique Key14
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 testing05/14/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP
The quantity of what the sample constitutesJMF 6 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Corona Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0278A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Corona Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0027, 91-33-0073
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP The fabricator/manufacturer designation for the sample224112 CORD MPC
The plant numberUnknown A detailed description of where the material sample was collectedMunufacturer
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-05-10-14
DIME Test ID: 2019-05-10-14-10
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: 2019-06-06

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: Satish Jain
Date of test: 05/20/2019
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: 91 %
Cumulative percent passing the 3/8 in. sieve: 79 %
Cumulative percent passing the #4 sieve: 55 %
Cumulative percent passing the #8 sieve: 38 %
Cumulative percent passing the #16 sieve: 27 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 5 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin/RAP Gradation w/Correlation Factors Applied

Test was verified on 5/30/2019