Summary for Test 2019-10-09-5-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214226
DEA: 081E6114
EFIS: 0818000175
DIST-CO-RTE-PM08-RIV-62-81.6/82.2
Award Date08/13/2019
Closeout Date06/23/2021
Work DescriptionREPLACE AC SURFACING, PLACE RHMA-G AND HMA
Location DescriptionRIVERSIDE COUNTY FROM 3.4 MILES TO 2.8 MILES WEST OF 177
QA Service Level1 (Verified on 03/06/2020)

Sample Information

Sample Taken Date10/09/2019 Sample Unique Key5
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 testing10/11/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesJMF 17 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byGerardo Last name of sampler or witnessed bySeym
Title of sampler Telephone number of sampler
Laboratory sample identification0625A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameWest Coast Aggregate, Granite 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)91-33-0072, Granitie Construction Company
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample3881
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Granite Indio Plant
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: 2019-10-09-5
DIME Test ID: 2019-10-09-5-9
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: 2020-05-07

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: Edmond Jabbour
Date of test: 11/06/2019
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 86 %
Cumulative percent passing the #8 sieve: 71 %
Cumulative percent passing the #16 sieve: 57 %
Cumulative percent passing the #30 sieve: 42 %
Cumulative percent passing the #50 sieve: 28 %
Cumulative percent passing the #100 sieve: 17 %
Cumulative percent passing the #200 sieve: 11 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven

Test was verified on 5/7/2020