Summary for Test 2021-06-23-22-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215148
DEA: 081E8404
EFIS: 0814000113
DIST-CO-RTE-PM08-RIV,SBD-62-R6.7/9.2,0.0/15.1,29.3/33.6
Award Date12/11/2020
Closeout Date03/01/2023
Work DescriptionREPLACE ROADWAY WITH RHMA-G AND HMA.
Location DescriptionIN RIVERSIDE AND SAN BERNARDINO COUNTIES IN AND NEAR YUCCA VALLEY AND IN TWENTYNINE PALMS FROM 0.2 MILE NORTH OF INDIAN CANYON DRIVE TO 0.6 MILE WEST OF UTAH TRAIL
QA Service Level1 (Verified on 03/18/2021)

Sample Information

Sample Taken Date06/23/2021 Sample Unique Key22
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 testing07/07/2021
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R22 0.75% LAS
The quantity of what the sample constitutes6 Bags Of Combined Agg., 4 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byMatich Cabazon Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0403A-21 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 R22 The fabricator/manufacturer designation for the sample
The plant numberCHP 64D 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 number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-23-22
DIME Test ID: 2021-06-23-22-9
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: 2021-07-14

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
Date of test: 07/13/2021
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 99 %
Cumulative percent passing the 3/8 in. sieve: 91 %
Cumulative percent passing the #4 sieve: 65 %
Cumulative percent passing the #8 sieve: 51 %
Cumulative percent passing the #16 sieve: 39 %
Cumulative percent passing the #30 sieve: 28 %
Cumulative percent passing the #50 sieve: 19 %
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

Test was verified on 7/14/2021