Summary for Test 2020-06-04-41-9

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 212535
DEA: 031A9204
EFIS: 0300020608
DIST-CO-RTE-PM03-SUT-20-5-11.3
Award Date06/11/2019
Closeout Date12/01/2021
Work DescriptionSUTTER BYPASS WIDENING AND REHAB
Location DescriptionNEAR YUBA CITY FROM SUTTER BYPASS TO 0.1 MILE WEST OF LYTLE ROAD.
QA Service Level1 (Verified on 07/23/2018)

Sample Information

Sample Taken Date06/04/2020 Sample Unique Key41
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 testing06/05/2020
Sample typeVerification A brief description of the sample3/4 " RHMA-G
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMcKeehan (WITNESS)
Title of samplerKRC Personnel Telephone number of sampler
Laboratory sample identificationJMF20-023B Linked DIME Sample ID
The fabricator/manufacturer/facility nameKRC Hallwood Transportation Laboratory (TL) NumberC693829
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)91-58-0002 (Hallwood Plant)
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 collectedCold Feed
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-04-41
DIME Test ID: 2020-06-04-41-9
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-02-23

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): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Thom Stinnett
Date of test: 06/05/2020
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 79 %
Cumulative percent passing the 3/8 in. sieve: 61 %
Cumulative percent passing the #4 sieve: 28 %
Cumulative percent passing the #8 sieve: 17 %
Cumulative percent passing the #16 sieve: 10 %
Cumulative percent passing the #30 sieve: 7 %
Cumulative percent passing the #50 sieve: 4 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 1.9 %
General comments (publicly viewable) (Max 1000 characters): JMF20-023B. Test date estimated.

Test was verified on 2/23/2021