Summary for Test 2019-07-09-7-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 213647
DEA: 080N9724
EFIS: 0815000102
DIST-CO-RTE-PM08-SBD-395-35.5/39.1
Award Date12/03/2018
Closeout Date12/02/2019
Work DescriptionCONSTRUCT MEDIAN AND WIDENING SHOULDER
Location DescriptionSAN BERNARDINO COUNTY NEAR ADELANTO FROM 1.3 MILES SOUTH TO 2.3 MILES NORTH OF KRAMER ROAD
QA Service Level1 (Verified on 03/05/2019)

Sample Information

Sample Taken Date07/09/2019 Sample Unique Key7
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 testing07/10/2019
Sample typeVerification A brief description of the sample1/2 HMA-A-SP R15
The quantity of what the sample constitutesPSE 14 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byA S Last name of sampler or witnessed bySAMANO MAQUIBAN
Title of sampler Telephone number of sampler
Laboratory sample identification0410A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAgcon Inc Oro Grande, Cemex White Mountain 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 or name of Pit)91-36-0046, 91-36-0106
The fabricator's/manufacturer's product name for the sample1/2 HMA-A-SP R15 The fabricator/manufacturer designation for the sample300215
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 Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID

Test Details

DIME Sample ID: 2019-07-09-7
DIME Test ID: 2019-07-09-7-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-07-17

Test Results


What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 07/12/2019
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:96 %
Cumulative percent passing the 3/8 in. sieve:86 %
Cumulative percent passing the 1/4 in. sieve:63 %
Cumulative percent passing the #4 sieve:55 %
Cumulative percent passing the #8 sieve:44 %
Cumulative percent passing the #16 sieve:33 %
Cumulative percent passing the #30 sieve:21 %
Cumulative percent passing the #50 sieve:12 %
Cumulative percent passing the #100 sieve:4 %
Cumulative percent passing the #200 sieve:2.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/17/2019