Summary for Test 2021-10-14-37-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215403
DEA: 021H4004
EFIS: 0216000042
DIST-CO-RTE-PM02-SIS-5-R8.3
Award Date03/02/2021
Closeout Date02/28/2022
Work DescriptionPLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA.
Location DescriptionSISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING
QA Service Level1 (Verified on 01/07/2021)

Sample Information

Sample Taken Date10/14/2021 Sample Unique Key37
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 testing10/14/2021
Sample typeAcceptance A brief description of the sample3/4 Inch Lime Treated Coldfeed
The quantity of what the sample constitutes2 Bags Coldfeed for PSE From where was the sample collectedManufacturer
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerUnknown Telephone number of sampler
Laboratory sample identificationD78959 Linked DIME Sample ID2021-10-14-38, 2021-10-14-39
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number853084
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-45-0017
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedBelt
Where the material sample would have been placed if not sampled02 SIS 5 Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2021-10-14-37
DIME Test ID: 2021-10-14-37-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-10-21

Test Results


What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 10/18/2021
Total mass of material in the sample: 6209.5 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 50 grams
Cumulative mass retained on the 1/2 in. sieve: 1168 grams
Cumulative mass retained on the 3/8 in. sieve: 1911 grams
Mass retained on the 1/4 in. sieve: 2772 grams
Cumulative mass retained on the #4 sieve: 3239 grams
Total sample mass passing the #4 sieve: 2970.5 grams
Total mass of fine material in the sample: 514.7 grams
Cumulative mass retained on the #8 sieve: 200.7 grams
Cumulative mass retained on the #16 sieve: 321.1 grams
Cumulative mass retained on the #30 sieve: 387.5 grams
Cumulative mass retained on the #50 sieve: 423.9 grams
Cumulative mass retained on the #100 sieve: 445.9 grams
Cumulative mass retained on the #200 sieve: 458.9 grams
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:100 %
Cumulative percent passing the 3/4 in. sieve:99.2 %
Cumulative percent passing the 1/2 in. sieve:81.2 %
Cumulative percent passing the 3/8 in. sieve:69.2 %
Cumulative percent passing the 1/4 in. sieve:55.4 %
Cumulative percent passing the #4 sieve:47.8 %
Cumulative percent passing the #8 sieve:29.2 %
Cumulative percent passing the #16 sieve:18 %
Cumulative percent passing the #30 sieve:11.8 %
Cumulative percent passing the #50 sieve:8.4 %
Cumulative percent passing the #100 sieve:6.4 %
Cumulative percent passing the #200 sieve:5.18 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/21/2021