Test 2019-08-02-11-9 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 210569
DEA: 083555V4
EFIS: 0814000086
DIST-CO-RTE-PM08-SBD-15-42.5/46.0
Work DescriptionWIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR.
Location DescriptionSAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING
Sample Information
Sample Taken Date8/2/2019 Sample Unique Key11
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 testing8/5/2019
Sample typeVerification A brief description of the sample1/2 HMA-A-SP R25
The quantity of what the sample constitutesPSE 13 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAlex Last name of sampler or witnessed byJulius
Title of sampler Laboratory sample identification0462A-19
The fabricator/manufacturer/facility nameAgcon-Oro Grande, Cemex-White Mountain 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 or name of Pit)Agcon Oro Grande, Cemex White Mountain
The fabricator's/manufacturer's product name for the sample1/2 HMA-A-SP R25 The fabricator/manufacturer designation for the sample300215 R25
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Blue Diamond Victorville Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-08-02-11
DIME Test ID: 2019-08-02-11-9
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-08-22
Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Danilo Ferrer
Date of test: 08/07/2019
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:97 %
Cumulative percent passing the #4 sieve:70 %
Cumulative percent passing the #8 sieve:56 %
Cumulative percent passing the #16 sieve:44 %
Cumulative percent passing the #30 sieve:32 %
Cumulative percent passing the #50 sieve:22 %
Cumulative percent passing the #100 sieve:14 %
Cumulative percent passing the #200 sieve:8 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven

Test was verified on 08/22/2019