Summary for Test 2021-09-22-34-10

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214665
DEA: 081G5504
EFIS: 0816000035
DIST-CO-RTE-PM08-SBD-40-R28.9
Award Date03/09/2021
Closeout Date01/18/2022
Work DescriptionREPLACE WEIGH-IN-MOTION SYSTEM WITH HIGH SPEED WEIGH-IN-MOTION SYSTEM.
Location DescriptionSAN BERNARDINO COUNTY NEAR NEWBERRY SPRINGS AT 3.6 MILES WEST OF HECTOR ROAD UNDERCROSSING
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date09/22/2021 Sample Unique Key34
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 testing09/27/2021
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP 0.75% LAS
The quantity of what the sample constitutes12 Bags of Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byChris Last name of sampler or witnessed byLucero
Title of sampler Telephone number of sampler
Laboratory sample identification0548A-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials - Oro Grande 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)91-36-0022, 91-36-0046, 91-36-0137
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number224112 ORO SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Oro Grande Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-22-34
DIME Test ID: 2021-09-22-34-10
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: 2021-10-05

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: Satish Jain/Dominic Montemayor
Date of test: 10/05/2021
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 71 %
Cumulative percent passing the #4 sieve: 51 %
Cumulative percent passing the #8 sieve: 44 %
Cumulative percent passing the #16 sieve: 33 %
Cumulative percent passing the #30 sieve: 22 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 3.9 %
General comments (publicly viewable) (Max 1000 characters): Combined Aggregate Gradation W/ Rap Gradation Correlation Factors

Test was verified on 10/5/2021