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Sample Record for 2021-11-12-17

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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: 2021-11-12-17
TL Number from the TL Form: 695664
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
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: 11/13/2021
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: Hot Bin 3, Lime Treated 1/2-inch Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D78979C
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: 02 TRI 299
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2021-11-12-17-1
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: 11/15/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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
Has the fine aggregate sample been reduced? No
Total mass of material in the sample 3209 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 657 grams
Cumulative mass retained on the 3/8 in. sieve 2717 grams
Cumulative mass retained on the 1/4 in. sieve 3160 grams
Cumulative mass retained on the #4 sieve 3172 grams
Cumulative mass retained on the #8 sieve 11.5 grams
Cumulative mass retained on the #16 sieve 16.2 grams
Cumulative mass retained on the #30 sieve 18.9 grams
Cumulative mass retained on the #50 sieve 20.9 grams
Cumulative mass retained on the #100 sieve 22.9 grams
Cumulative mass retained on the #200 sieve 25 grams
Cumulative mass retained on the pan no data
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 79.5 %
Cumulative percent passing the 3/8 in. sieve 15.3 %
Cumulative percent passing the 1/4 in. sieve 1.5 %
Cumulative percent passing the #4 sieve 1.2 %
Cumulative percent passing the #8 sieve 0.8 %
Cumulative percent passing the #16 sieve 0.6 %
Cumulative percent passing the #30 sieve 0.6 %
Cumulative percent passing the #50 sieve 0.5 %
Cumulative percent passing the #100 sieve 0.4 %
Cumulative percent passing the #200 sieve 0.34 %