Test 2020-11-30-8-9 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 213970
DEA: 080K1214
EFIS: 0815000245
DIST-CO-RTE-PM08-SBD-15-12.5/14.8
Work DescriptionREPLACE PCC PAVEMENT WITH JPCP AND PRECAST JOINTED CONCRETE PAVEMENT.
Location DescriptionSAN BERNARDINO COUNTY IN FONTANA AND NEAR DEVORE FROM 0.3 MILE SOUTH OF SIERRA AVENUE UNDERCROSSING TO GLEN HELEN PARKWAY UNDERCROSSING
Sample Information
Sample Taken Date11/30/2020 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 testing12/1/2020
Sample typeVerification A brief description of the samplePSUE 3/8" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes2 Bags Coldfeed Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byEduardo Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0681A-20
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 or name of Pit)91-33-0027, 91-33-0073
The fabricator's/manufacturer's product name for the sample3/8 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number424103 CORD SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Corona Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2020-11-30-8
DIME Test ID: 2020-11-30-8-9
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: 2020-12-30
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: Satish Jain
Date of test: 12/04/2020
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:98 %
Cumulative percent passing the #4 sieve:75 %
Cumulative percent passing the #8 sieve:55 %
Cumulative percent passing the #16 sieve:40 %
Cumulative percent passing the #30 sieve:28 %
Cumulative percent passing the #50 sieve:19 %
Cumulative percent passing the #100 sieve:13 %
Cumulative percent passing the #200 sieve:9 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 12/30/2020