Summary for Test 2020-07-30-9-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 213477
DEA: 080H4704
EFIS: 0812000074
DIST-CO-RTE-PM08-SBD-2-2.44
Award Date09/28/2018
Closeout Date01/18/2022
Work DescriptionWIDEN BRIDGE TO ACCOMMODATE STANDARD SHOULDERS
Location DescriptionAT WRIGHTWOOD AT SHEEP CREEK BRIDGE
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date07/30/2020 Sample Unique Key9
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 testing07/31/2020
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R12 0.75% LAS
The quantity of what the sample constitutes4 Bags Combined Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byBob Julius Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0471A-20 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

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 numberLHP 62D A detailed description of where the material sample was collectedBelt Cut at Matich Lytle Creek 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: 2020-07-30-9
DIME Test ID: 2020-07-30-9-1
Testing Lab: CT D08 - Fontana 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: 2020-08-04

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: Satish Jain, Sebastian Ferrer
Date of test: 07/31/2020
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 83 %
Cumulative percent passing the 3/8 in. sieve: 70 %
Cumulative percent passing the #4 sieve: 43 %
Cumulative percent passing the #8 sieve: 32 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/4/2020