Summary for Test 2019-04-12-8-10

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 213323
DEA: 081G4604
EFIS: 0816000005
DIST-CO-RTE-PM08-SBD-15-174.0/175.0
Award Date08/31/2018
Closeout Date11/12/2019
Work DescriptionCOLD PLANE AND OVERLAY W/OGFC
Location DescriptionSAN BERNARDINO COUNTY FROM 2.5 MILES SOUTH OF BAILEY ROAD OVERCROSSING TO 1.2 MILES SOUTH OF NIPTON ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date04/12/2019 Sample Unique Key8
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 testing04/17/2019
Sample typeVerification A brief description of the sample1 HMA-A-SP
The quantity of what the sample constitutesJMF 6 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAggregate Industries Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0236A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSloan Quarry-Jean Pit-Nevada Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Aggregate Industries Sloan Quarry
The fabricator's/manufacturer's product name for the sample1 HMA-A-SP The fabricator/manufacturer designation for the sample1-HMA-SPS
The plant numberUnknown A detailed description of where the material sample was collectedManufacturer
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-12-8
DIME Test ID: 2019-04-12-8-10
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: 2019-05-04

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: 04/25/2019
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: 89 %
Cumulative percent passing the 1/2 in. sieve: 79 %
Cumulative percent passing the 3/8 in. sieve: 68 %
Cumulative percent passing the #4 sieve: 47 %
Cumulative percent passing the #8 sieve: 24 %
Cumulative percent passing the #16 sieve: 13 %
Cumulative percent passing the #30 sieve: 9 %
Cumulative percent passing the #50 sieve: 6 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 2.9 %
General comments (publicly viewable) (Max 1000 characters): Lime Treated/RAP Combined Gradation w/Correlation Factor Applied

Test was verified on 4/27/2019