Summary for Test 2019-06-25-13-2

Test performed: AASHTO T27-14

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 Date06/25/2019 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing06/25/2019 Sample typeVerification
A brief description of the sample3/4 HMA-A-SP R12 The quantity of what the sample constitutesPSE 11 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byMatich Lytle Creek
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0365A-19
Linked DIME Sample ID The fabricator/manufacturer/facility nameMatich-Lytle Creek
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

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 sampleUnknown The fabricator/manufacturer designation for the sampleLHP-62D
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-06-25-13
DIME Test ID: 2019-06-25-13-2
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: 2019-07-01

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: I. NAJJAR
Date of test: 06/26/2019
Cumulative Percent Passing
100 %
100 %
100 %
99 %
82 %
68 %
39 %
28 %
21 %
15 %
9 %
6 %
4.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/1/2019 ✔