Summary for Test 2020-05-22-18-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 212866
DEA: 021H9704
EFIS: 0216000051
DIST-CO-RTE-PM02-TEH-36-12.6/13.1
Award Date11/25/2019
Closeout Date10/06/2020
Work DescriptionCURVE REALIGNMENT AND HMA PAVING.
Location DescriptionTEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date05/22/2020 Sample Unique Key18
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 testing05/22/2020
Sample typeVerification A brief description of the sample3/4″ Sized Untreated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of sampler Telephone number of sampler
Laboratory sample identificationD78443A Linked DIME Sample ID
The fabricator/manufacturer/facility nameShasta Ranch Aggregates - Anderson, CA Transportation Laboratory (TL) Number897705
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
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 collectedSized Untreated Aggregate Stockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberJMF 20-09-S1 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-22-18
DIME Test ID: 2020-05-22-18-1
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: 2020-07-16

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: T. McCormick and Spliethof
Date of test: 05/23/2020
Cumulative Mass RetainedCumulative Percent Passing
7174.3 grams
0.0 grams100 %
0.0 grams100 %
743.0 grams89.6 %
4712.0 grams34.3 %
6239.0 grams13 %
6888 grams4 %
6943.0 grams3.2 %
62.7 grams2.3 %
104.3 grams1.8 %
130.2 grams1.4 %
149.4 grams1.1 %
166.2 grams0.9 %
180.7 grams0.7 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/16/2020