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Sample Record for 2021-11-12-14

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Project Information

Project ID: 215601 DEA: 024H3404 EFIS: 0218000109 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-5.2/5.7
Work Description: INSTALL LEFT TURN LANE.
Location Description: TRINITY COUNTY NEAR SALYER FROM 0.3 MILE WEST OF DENNY ROAD TO 0.2 MILE WEST OF PONY BAR CREEK BRIDGE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: 77 2nd St, Eureka, CA 95501
Resident Engineer: Joel Gasik Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-11-12-14
TL Number from the TL Form: 695664
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: 11/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/12/2021
The quantity of what the sample constitutes: Aggregate for gradation
A brief description of the sample: Hot Bin 1, Lime Treated Fine Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D78979A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer-Fraser - Willow Creek Plant - Willow Creek, CA

Material Information

Source Identification (SMARA or name of Pit): 91-12-0007
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: Mercer Fraser
Where the material sample would have been placed if not sampled: 02TRI 299
Primary Aggregate Nominal Size: fine
The concrete mix design number:
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2021-11-12-14-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/19/2021
Date Tested: 11/14/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 511.8 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 1.4 grams
Cumulative mass retained on the #4 sieve 2.2 grams
Total sample mass passing the #4 sieve 509.6 grams
Total mass of fine material in the sample 509.6 grams
Cumulative mass retained on the #8 sieve 128.7 grams
Cumulative mass retained on the #16 sieve 288.2 grams
Cumulative mass retained on the #30 sieve 372.8 grams
Cumulative mass retained on the #50 sieve 422.2 grams
Cumulative mass retained on the #100 sieve 455.1 grams
Cumulative mass retained on the #200 sieve 474.2 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 99.7 %
Cumulative percent passing the #4 sieve 99.6 %
Cumulative percent passing the #8 sieve 74.4 %
Cumulative percent passing the #16 sieve 43.3 %
Cumulative percent passing the #30 sieve 26.7 %
Cumulative percent passing the #50 sieve 17.1 %
Cumulative percent passing the #100 sieve 10.7 %
Cumulative percent passing the #200 sieve 6.92 %

Tests Assigned to this Sample

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