Summary for Test 2020-06-10-43-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214685
DEA: 024E46U4
EFIS: 0216000122
DIST-CO-RTE-PM02-LAS-36-6.0/14.6
Award Date05/08/2020
Closeout Date08/14/2023
Work DescriptionREPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location DescriptionLASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date06/10/2020 Sample Unique Key43
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 testing06/11/2020
Sample typeVerification A brief description of the sample3/4-inch Type A Treated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byCGI Last name of sampler or witnessed byCGI
Title of sampler Telephone number of sampler
Laboratory sample identificationD78467A Linked DIME Sample ID
The fabricator/manufacturer/facility nameWard Lake Pit Transportation Laboratory (TL) Number896984
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)91-18-0008
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 20-08-S1 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-10-43
DIME Test ID: 2020-06-10-43-1
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: 2020-09-03

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): 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
6354.3 grams
0.0 grams100 %
0.0 grams100 %
158.0 grams97.5 %
1321.0 grams79.2 %
2082.0 grams67.2 %
3213 grams49.4 %
3751.0 grams41 %
179.9 grams26 %
289.2 grams16.9 %
355.3 grams11.4 %
399.7 grams7.7 %
429.6 grams5.2 %
445.1 grams3.89 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/3/2020