Test 2020-06-29-20-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214731
DEA: 051M0004
EFIS: 0519000047
DIST-CO-RTE-PM05-SLO-101-16.5/R21.5
Work DescriptionCOLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location DescriptionSAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Sample Information
Sample Taken Date6/29/2020 Sample Unique Key20
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 testing6/29/2020
Sample typeVerification A brief description of the sampleBags of Treated and Untreated
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed bySal Last name of sampler or witnessed byLopez
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSPM Templeton 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)91-10-0006
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 collectedAt the 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 JMF3513-2020-150
Test Details
DIME Sample ID: 2020-06-29-20
DIME Test ID: 2020-06-29-20-1
Testing Lab: CT D05 - Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-07-02
Test Results

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 07/01/2020
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:94.8 %
Cumulative percent passing the 3/8 in. sieve:80 %
Cumulative percent passing the #4 sieve:41.5 %
Cumulative percent passing the #8 sieve:23.6 %
Cumulative percent passing the #16 sieve:13.7 %
Cumulative percent passing the #30 sieve:8.4 %
Cumulative percent passing the #50 sieve:5.6 %
Cumulative percent passing the #100 sieve:3.9 %
Cumulative percent passing the #200 sieve:2.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/02/2020