Summary for Test 2019-11-22-14-10

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214609
DEA: 081L4704
EFIS: 0820000082
DIST-CO-RTE-PM08-SBD-62-95, 95.0-96.0
Award Date11/25/2019
Closeout Date06/23/2021
Work DescriptionRepair Damaged Roadway - Emergency Work
Location DescriptionSan Bernardino County above PM95 on SR62
QA Service Level1 (Verified on 01/06/2020)

Sample Information

Sample Taken Date11/22/2019 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 testing11/25/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R25
The quantity of what the sample constitutesJMF 10 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byGranite Indio Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0696A-019 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Indio 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 R25 The fabricator/manufacturer designation for the sample1535
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: 2019-11-22-14
DIME Test ID: 2019-11-22-14-10
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: 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: Larry Diaz, Satish Jain
Date of test: 12/02/2019
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: 96 %
Cumulative percent passing the 1/2 in. sieve: 83 %
Cumulative percent passing the 3/8 in. sieve: 75 %
Cumulative percent passing the #4 sieve: 46 %
Cumulative percent passing the #8 sieve: 26 %
Cumulative percent passing the #16 sieve: 17 %
Cumulative percent passing the #30 sieve: 11 %
Cumulative percent passing the #50 sieve: 8 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.8 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate w/Correlation Factors Applied

Test was verified on 5/7/2020