Summary for Test 2021-08-24-25-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215494
DEA: 081H4904
EFIS: 0817000059
DIST-CO-RTE-PM08-SBD-18-31.9/38.5
Award Date04/05/2021
Closeout Date01/18/2022
Work DescriptionCOLD PLANE AC PAVEMENT AND OVERLAY WITH HMA (TYPE A).
Location DescriptionSAN BERNARDINO COUNTY FROM 0.1 MILE EAST OF HILLTOP CONNECTOR TO 0.5 MILE EAST OF SIBERIA CREEK TRAIL
QA Service Level1 (Verified on 07/06/2021)

Sample Information

Sample Taken Date08/24/2021 Sample Unique Key25
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 testing08/26/2021
Sample typeQuality Assurance A brief description of the sample3/4" HMA-A-R12
The quantity of what the sample constitutes2 bags combine aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byQC Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification3 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMatich Corporation, rialto 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)91-36-0040::LYTLE CREEK
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedConveyer Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberLHP-62D Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-08-24-25
DIME Test ID: 2021-08-24-25-2
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-09-02

Test Results


What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: K. Patel
Date of test: 08/27/2021
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: 82 %
Cumulative percent passing the 3/8 in. sieve: 72 %
Cumulative percent passing the #4 sieve: 49 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 5.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/2/2021