Summary for Test 2019-01-29-9-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date01/29/2019 Sample Unique Key9
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 testing02/01/2019
Sample typeVerification A brief description of the sample3/8-inch Untreated Aggregate
The quantity of what the sample constitutesJMF From where was the sample collectedSource
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byOrtiz
Title of sampler Telephone number of sampler
Laboratory sample identificationD77791B Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock Quarry Transportation Laboratory (TL) Number002273
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-45-0017::FAWNDALE ROCK QUARRY
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 collectedUntreated Stockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberJMF 19-01-S1a Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-01-29-9
DIME Test ID: 2019-01-29-9-1
Testing Lab: CT D02 - Redding 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: 2019-02-12

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: Calculated
Tester's full name: Colt Sweeny
Date of test: 02/05/2019
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: 99.9 %
Cumulative percent passing the 3/8 in. sieve: 92.7 %
Cumulative percent passing the 1/4 in. sieve: 53.9 %
Cumulative percent passing the #4 sieve: 26.9 %
Cumulative percent passing the #8 sieve: 4 %
Cumulative percent passing the #16 sieve: 3 %
Cumulative percent passing the #30 sieve: 2.8 %
Cumulative percent passing the #50 sieve: 2.5 %
Cumulative percent passing the #100 sieve: 2.2 %
Cumulative percent passing the #200 sieve: 1.88 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/12/2019