Summary for Test 2020-01-27-21-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214662
DEA: 081G4904
EFIS: 0816000002
DIST-CO-RTE-PM08-RIV-79-26.3/26.4
Award DateNot set
Closeout DateNot set
Work DescriptionCONSTR 2 SDWLKS,6 DRVWYS,CRB/GUTTER & OTHER ADA ITEMS
Location DescriptionIn Hemet between Menlo Ave. and Oakland Ave.
QA Service Level1 (Verified on 01/31/2020)

Sample Information

Sample Taken Date01/27/2020 Sample Unique Key21
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 testing01/28/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSUE 4 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Perris Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0118A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt 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)91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample105927
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at All American Perris 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 JMF Verification ID

Test Details

DIME Sample ID: 2020-01-27-21
DIME Test ID: 2020-01-27-21-9
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: 2020-03-17

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: 01/31/2020
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:99 %
Cumulative percent passing the 3/8 in. sieve:92 %
Cumulative percent passing the #4 sieve:66 %
Cumulative percent passing the #8 sieve:48 %
Cumulative percent passing the #16 sieve:38 %
Cumulative percent passing the #30 sieve:28 %
Cumulative percent passing the #50 sieve:20 %
Cumulative percent passing the #100 sieve:14 %
Cumulative percent passing the #200 sieve:10 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven

Test was verified on 3/17/2020