Test 2020-05-19-37-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 214605
DEA: 051K7904
EFIS: 0519000026
DIST-CO-RTE-PM05-SB-166-R51.1/55.0
Work DescriptionCOLD IN-PLACE RECYCLING AND RHMA OVERLAY.
Location DescriptionSANTA BARBARA COUNTY ABOUT 10 MILES WEST OF NEW CUYAMA FROM CUYAMA RIVER BRIDGE TO 3.1 MILES EAST OF COTTONWOOD CANYON ROAD
Sample Information
Sample Taken Date5/19/2020 Sample Unique Key37
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 testing5/13/2020
Sample typeVerification A brief description of the sampleBags of Treated and Untreated Agg
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byHistorical Last name of sampler or witnessed byValues
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCalPortland Garey 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)91-42-0014
The fabricator's/manufacturer's product name for the sample 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 Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2020-203
Test Details
DIME Sample ID: 2020-05-19-37
DIME Test ID: 2020-05-19-37-1
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: 2020-09-18
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: Historical
Date of test: 05/19/2020
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:88.9 %
Cumulative percent passing the 3/8 in. sieve:69.9 %
Cumulative percent passing the #4 sieve:35.5 %
Cumulative percent passing the #8 sieve:23.9 %
Cumulative percent passing the #16 sieve:17.8 %
Cumulative percent passing the #30 sieve:13.2 %
Cumulative percent passing the #50 sieve:8.8 %
Cumulative percent passing the #100 sieve:5.4 %
Cumulative percent passing the #200 sieve:3.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/18/2020