Summary for Test 2020-05-22-26-1

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 Key26
Date that the sample was received by the laboratory/organization performing the testing05/22/2020 Sample typeVerification
A brief description of the sampleTreated 1/2-inch Type G 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 identificationD78445
Linked DIME Sample ID The fabricator/manufacturer/facility nameNorthstate Asphalt, Redding, CA
Transportation Laboratory (TL) Number897708 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

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 collectedCold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberJMF 20-10-S1 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-22-26
DIME Test ID: 2020-05-22-26-1
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: 2020-07-23

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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Karen Spliethof
Date of test: 05/23/2020
Cumulative Mass RetainedCumulative Percent Passing
6034.0 grams
grams %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
205.0 grams96.6 %
814.0 grams86.5 %
2409 grams60.1 %
3456.0 grams42.7 %
253.9 grams21.8 %
346.0 grams14.2 %
395.7 grams10.1 %
428.3 grams7.5 %
449.6 grams5.7 %
463.5 grams4.57 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/23/2020 ✔