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Sample Record for 2021-05-06-26

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Project Information

Project ID: 214874 DEA: 022H0504 EFIS: 0216000093 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-R34.8/R35.4
Work Description: REALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL.
Location Description: TRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE.
Contractor Name: STEVE MANNING CONSTRUCTION, INC
Contractor Address: 5211 Churn Creek Road, Redding, CA 96002
Resident Engineer: Joel Gasik Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-06-26
TL Number from the TL Form: 768790
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 05/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/06/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Treated Virgin 3/4-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D78792A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Plant

Material Information

Source Identification (SMARA or name of Pit): 91-11-0007
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: Cold Feed
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: JMF 20-02-P03
Lot number:
Sublot number:

Test Results

Test 1 of 1

DIME Test ID: 2021-05-06-26-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/02/2021
Date Tested: 05/07/2021
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 6640 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 191 grams
Cumulative mass retained on the 1/2 in. sieve 1578 grams
Cumulative mass retained on the 3/8 in. sieve 2386 grams
Mass retained on the 1/4 in. sieve 3336 grams
Cumulative mass retained on the #4 sieve 3814 grams
Total sample mass passing the #4 sieve 2826 grams
Total mass of fine material in the sample 509.4 grams
Cumulative mass retained on the #8 sieve 191.6 grams
Cumulative mass retained on the #16 sieve 305.5 grams
Cumulative mass retained on the #30 sieve 374.9 grams
Cumulative mass retained on the #50 sieve 422.5 grams
Cumulative mass retained on the #100 sieve 458.7 grams
Cumulative mass retained on the #200 sieve 478.8 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 97.1 %
Cumulative percent passing the 1/2 in. sieve 76.2 %
Cumulative percent passing the 3/8 in. sieve 64.1 %
Cumulative percent passing the 1/4 in. sieve 49.8 %
Cumulative percent passing the #4 sieve 42.6 %
Cumulative percent passing the #8 sieve 26.6 %
Cumulative percent passing the #16 sieve 17.1 %
Cumulative percent passing the #30 sieve 11.2 %
Cumulative percent passing the #50 sieve 7.3 %
Cumulative percent passing the #100 sieve 4.2 %
Cumulative percent passing the #200 sieve 2.56 %

Tests Assigned to this Sample

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