Summary for Test 2023-09-18-49-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994785
DEA: 023H32U4
EFIS: 0221000164
DIST-CO-RTE-PM02-SIS-I5-2.5/R15.9
Award Date04/28/2023
Closeout DateNot set
Work DescriptionRoadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location DescriptionSIS I5 2.5/R15.9
QA Service Level1 (Verified on 05/03/2023)

Sample Information

Sample Taken Date09/18/2023 Sample Unique Key49
Date that the sample was received by the laboratory/organization performing the testing09/18/2023 Sample typeProduction Start-Up
A brief description of the sampleMathematically Combined Lime Treated 3/4-inch Type A Aggreagte The quantity of what the sample constitutesProduction Start Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byJoe
Last name of sampler or witnessed byDelgado Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD79349F
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis - Northstate Asphalt (Redding, CA)
Transportation Laboratory (TL) Number824478 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::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 collectedMathematically Combined per CT 384
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: 2023-09-18-49
DIME Test ID: 2023-09-18-49-1
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: 2023-09-29

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?: No
Input Type: Calculated
Tester's full name: Colt Sweeny
Date of test: 09/21/2023
Cumulative Percent Passing
%
0 %
100 %
100 %
88 %
65 %
38 %
24 %
17 %
12 %
9 %
6 %
4.7 %
General comments (publicly viewable) (Max 1000 characters): CT 384: Combined at 76.0% virgin and 24.0% reclaimed aggregate: P1″=100.%, P¾″=100.%, P½″=88%, P№4=38%, P№8=24%, P№30=12%, P№200=4.7%

Test was verified on 9/29/2023 ✔