Summary for Test 2023-09-23-8-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 993773
DEA: 021H5004
EFIS: 0216000045
DIST-CO-RTE-PM02-TRI-3,299-VAR
Award Date11/14/2022
Closeout DateNot set
Work DescriptionSTRUCT CONC BRIDGE, POLYESTER CONC OVERLAY & ROCK SLOPE PROTECTION.
Location DescriptionTRINITY COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/25/2022)

Sample Information

Sample Taken Date09/23/2023 Sample Unique Key8
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 testing09/25/2023
Sample typeProduction Start-Up A brief description of the sample2 bags of Lime Treated Virgin 3/4-inch Aggregate
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byWhite
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79359A Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt (Redding, CA) Transportation Laboratory (TL) Number857917
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)91-45-0057::Shasta Ranch Aggregates (Anderson, CA)
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 Number

Test Details

DIME Sample ID: 2023-09-23-8
DIME Test ID: 2023-09-23-8-1
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: 2023-10-03

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?: Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/26/2023
Cumulative Mass RetainedCumulative Percent Passing
5133 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
514.0 grams90 %
1685.0 grams67 %
3071.0 grams40 %
489 grams
166.9 grams26 %
271.0 grams18 %
334.7 grams13 %
377.3 grams9 %
406.1 grams7 %
427.0 grams5.1 %
428.9 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/3/2023