Summary for Test 2021-07-21-35-1

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 Date07/21/2021 Sample Unique Key35
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 testing07/22/2021
Sample typeAcceptance A brief description of the samplePSE 3/4 Cold Feed
The quantity of what the sample constitutesPSE From where was the sample collectedManufacturer
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of samplerField Technician Telephone number of sampler
Laboratory sample identificationD78908 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number858986
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)91-45-0017
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 collectedPlant Sampler
Where the material sample would have been placed if not sampled02 SHA 5 Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-21-35
DIME Test ID: 2021-07-21-35-1
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: 2021-08-09

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: Measured
Tester's full name: Karen Dorado
Date of test: 07/23/2021
Cumulative Mass RetainedCumulative Percent Passing
7311 grams
0.0 grams100 %
0.0 grams100 %
110.0 grams98.5 %
1211.0 grams83.4 %
2269.0 grams69 %
3936 grams46.2 %
4696.0 grams35.8 %
219.0 grams19.7 %
329.6 grams11.6 %
382.5 grams7.7 %
411.6 grams5.5 %
429.6 grams4.2 %
441.2 grams3.35 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/9/2021