Summary for Test 2020-06-29-8-10

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 213551
DEA: 080K2934
EFIS: 0812000100
DIST-CO-RTE-PM08-SBD-10-R36.8/R39.2
Award Date11/09/2018
Closeout Date09/15/2021
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
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date06/29/2020 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 testing06/29/2020
Sample typeVerification A brief description of the sample3/4" HMA-A-SP-R12 0.75% LAS
The quantity of what the sample constitutesPSUE 5 Bags Combined Agg. 3 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byDereck Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0392A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMatich-Cabazon 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)91-33-0008::CABAZON QUARRY
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R12 The fabricator/manufacturer designation for the sampleUnknown
The plant numberCHP 62D A detailed description of where the material sample was collectedBelt Cut at Matich Cabazon 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: 2020-06-29-8
DIME Test ID: 2020-06-29-8-10
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: 2020-07-09

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/Juan
Date of test: 07/07/2020
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: 95 %
Cumulative percent passing the 1/2 in. sieve: 77 %
Cumulative percent passing the 3/8 in. sieve: 68 %
Cumulative percent passing the #4 sieve: 48 %
Cumulative percent passing the #8 sieve: 35 %
Cumulative percent passing the #16 sieve: 25 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 4.8 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate/RAP Gradation W/Correlation Factors Applied

Test was verified on 7/9/2020