Summary for Test 2020-06-10-38-1

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 Date06/10/2020 Sample Unique Key38
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 testing06/10/2020
Sample typeVerification A brief description of the sample3/4-inch Type A Treated Virgin Aggregate
The quantity of what the sample constitutesJMF Renewal and PSE From where was the sample collectedManufacturer
First name of sampler or witnessed byDave Last name of sampler or witnessed byLockett
Title of sampler Telephone number of sampler
Laboratory sample identificationD78462A Linked DIME Sample ID
The fabricator/manufacturer/facility nameNorthstate Asphalt, Redding, CA Transportation Laboratory (TL) Number736619
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 collectedCold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 19-09-R1 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-10-38
DIME Test ID: 2020-06-10-38-1
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: 2020-08-28

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: Arthur Mills
Date of test: 06/12/2020
Cumulative Mass RetainedCumulative Percent Passing
5656.4 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
480.0 grams91.5 %
1754.0 grams69 %
2885 grams49 %
3306.0 grams41.6 %
196.6 grams26.7 %
315.5 grams17.7 %
387.4 grams12.3 %
434.4 grams8.7 %
465.2 grams6.4 %
484.3 grams4.94 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/28/2020