Summary for Test 2019-07-25-11-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 213283
DEA: 060U09U4
EFIS: 0616000243
DIST-CO-RTE-PM06-FRE-168-R36.0/65.9
Award Date08/24/2018
Closeout Date01/31/2020
Work DescriptionHMA RESURFACING AND REHAB CULVERTS
Location DescriptionFRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF AUBERRY ROAD TO KAISER PASS ROAD
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date07/25/2019 Sample Unique Key11
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 testing08/23/2019
Sample typePer Request A brief description of the sample3/4" combine agg
The quantity of what the sample constitutes1 bag From where was the sample collectedOther
First name of sampler or witnessed byShik Last name of sampler or witnessed byVang
Title of samplernot provided Telephone number of sampler
Laboratory sample identification19-HMA-0134 Linked DIME Sample ID
The fabricator/manufacturer/facility namePlant Valcan Transportation Laboratory (TL) NumberC236012
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)Vulcan
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedAshland
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: 2019-07-25-11
DIME Test ID: 2019-07-25-11-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-08-28

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: JH/RK
Date of test: 08/28/2019
Cumulative Mass RetainedCumulative Percent Passing
5202.1 grams
grams %
0.0 grams100 %
0.0 grams100 %
167.8 grams96.8 %
1269.6 grams75.6 %
1985.3 grams61.8 %
0 grams100 %
3070.2 grams41 %
129.9 grams31 %
235.5 grams22.9 %
334.9 grams15.3 %
414.1 grams9.2 %
456.2 grams6 %
478.6 grams4.27 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/28/2019