Summary for Test 2020-04-02-9-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 209695
DEA: 08347704
EFIS: 0800000616
DIST-CO-RTE-PM08-SBD-SR-58-0/12.9
Award Date11/10/2017
Closeout Date01/14/2021
Work Description(Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location DescriptionSR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
QA Service Level1 (Verified on 12/01/2017)

Sample Information

Sample Taken Date04/02/2020 Sample Unique Key9
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 testing04/08/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15 Aggregate/RAP
The quantity of what the sample constitutesJMF 15 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byBlue Diamond Materials Victorville Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0190A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBlue Diamond Materials-Victorville 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, name of Pit or Job Site)91-36-0106::WHITE MOUNTAIN QUARRY
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sampleUnknown
The plant number300154 LSM 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 sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-02-9
DIME Test ID: 2020-04-02-9-9
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: 2020-05-06

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: Kiet Phan
Date of test: 04/16/2020
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: 97 %
Cumulative percent passing the #4 sieve: 68 %
Cumulative percent passing the #8 sieve: 52 %
Cumulative percent passing the #16 sieve: 40 %
Cumulative percent passing the #30 sieve: 29 %
Cumulative percent passing the #50 sieve: 20 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 8 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven

Test was verified on 5/6/2020