Summary for Test 2020-12-29-6-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214466
DEA: 081F1414
EFIS: 0815000231
DIST-CO-RTE-PM08-RIV-15-15-54.2/54.3
Award DateNot set
Closeout DateNot set
Work DescriptionSlab & lane replacement with JPCP & precast conc pavement, place HMA.
Location DescriptionRiverside and San Diego County
QA Service Level1 (Verified on 03/20/2020)

Sample Information

Sample Taken Date12/29/2020 Sample Unique Key6
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 testing12/30/2020
Sample typeQuality Assurance A brief description of the sample1 x 4 PCC Aggregate
The quantity of what the sample constitutes1 bag From where was the sample collectedManufacturer
First name of sampler or witnessed byKennedy Last name of sampler or witnessed byEuBany
Title of samplerCaltrans Consultant Telephone number of sampler
Laboratory sample identificationtest 1 36 tons out at 950 Linked DIME Sample ID
The fabricator/manufacturer/facility namesecurity paving temecula 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
The fabricator's/manufacturer's product name for the sampleKennedy EuBany The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedAt the plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design numberg3-20-pcc-214 Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2020-12-29-6
DIME Test ID: 2020-12-29-6-1
Testing Lab: CT D08 - Barstow 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: 2021-12-01

Test Results


What type of gradation is being tested?: Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Calculated
Tester's full name: david chen
Date of test: 12/30/2020
Cumulative percent passing the 2 in. sieve:0 %
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:91 %
Cumulative percent passing the 3/4 in. sieve:68 %
Cumulative percent passing the 1/2 in. sieve:0 %
Cumulative percent passing the 3/8 in. sieve:24 %
Cumulative percent passing the #4 sieve:4 %
Cumulative percent passing the #8 sieve:17 %
Cumulative percent passing the #16 sieve:58 %
Cumulative percent passing the #30 sieve:36 %
Cumulative percent passing the #50 sieve:20 %
Cumulative percent passing the #100 sieve:11 %
Cumulative percent passing the #200 sieve:6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/1/2021