Test 2020-03-05-11-9 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 213551
DEA: 080K2934
EFIS: 0812000100
DIST-CO-RTE-PM08-SBD-10-R36.8/R39.2
Work DescriptionPAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
Sample Information
Sample Taken Date3/5/2020 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 testing3/19/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R12 Aggregate and RAP
The quantity of what the sample constitutesJMF 9 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byMatich Lytle Creek Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0165A-20
The fabricator/manufacturer/facility nameMatich-Lytle Creek 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)91-36-0040
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R12 The fabricator/manufacturer designation for the sampleUnknown
The plant numberLHP 62D A detailed description of where the material sample was collectedBelt Cut at Matich Lytle Creek Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2020-03-05-11
DIME Test ID: 2020-03-05-11-9
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: 2020-05-07
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: Michael Magana
Date of test: 03/25/2020
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:96 %
Cumulative percent passing the 3/8 in. sieve:88 %
Cumulative percent passing the #4 sieve:60 %
Cumulative percent passing the #8 sieve:44 %
Cumulative percent passing the #16 sieve:33 %
Cumulative percent passing the #30 sieve:25 %
Cumulative percent passing the #50 sieve:17 %
Cumulative percent passing the #100 sieve:11 %
Cumulative percent passing the #200 sieve:7 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven

Test was verified on 05/07/2020