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Sample Record for 2021-05-24-50

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Project Information

Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-38.0/38.6
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Nicole Mallory Structure Rep.: Andy O'Sullivan

Sample Information

DIME Sample ID: 2021-05-24-50
TL Number from the TL Form: 897297
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/24/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/24/2021
The quantity of what the sample constitutes: Verification of JMF 21-04-S01
A brief description of the sample: Sized Untreated Dust Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D78808C
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Nortstate Asphalt, Redding, CA

Material Information

Source Identification (SMARA or name of Pit): 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 collected: Sized Untreated Virgin Stockpile
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: fine
The concrete mix design number: JMF 21-04-S01
Lot number:
Sublot number:

Test Results

Test 1 of 1

DIME Test ID: 2021-05-24-50-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/03/2021
Date Tested: 05/26/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) Yes
Total mass of material in the sample 512.4 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 0 grams
Cumulative mass retained on the 1/2 in. sieve 0 grams
Cumulative mass retained on the 3/8 in. sieve 0 grams
Mass retained on the 1/4 in. sieve 0 grams
Cumulative mass retained on the #4 sieve 10.5 grams
Total sample mass passing the #4 sieve 501.9 grams
Total mass of fine material in the sample 501.9 grams
Cumulative mass retained on the #8 sieve 156.7 grams
Cumulative mass retained on the #16 sieve 268.1 grams
Cumulative mass retained on the #30 sieve 339.9 grams
Cumulative mass retained on the #50 sieve 389.5 grams
Cumulative mass retained on the #100 sieve 421 grams
Cumulative mass retained on the #200 sieve 439.3 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 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the 1/4 in. sieve 100 %
Cumulative percent passing the #4 sieve 98 %
Cumulative percent passing the #8 sieve 67.4 %
Cumulative percent passing the #16 sieve 45.7 %
Cumulative percent passing the #30 sieve 31.6 %
Cumulative percent passing the #50 sieve 21.9 %
Cumulative percent passing the #100 sieve 15.8 %
Cumulative percent passing the #200 sieve 12.22 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.