Sample Record for 2023-08-25-31
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994116 DEA: 010J4104 EFIS: 0119000025
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-299-30.7/33.4
Work Description: Project Name: HUM-299 Curve Improvement
Location Description: HUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE
Contractor Name: McCullough Construction Inc.
Contractor Address: 57 Alder Grove Road, Arcata, CA 95521
Resident Engineer: Ethan Retherford Structure Rep.: Laura Cangas
Sample Information
DIME Sample ID: 2023-08-25-31
TL Number from the TL Form: na
Sample Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Sample Organization Contact: (915) 296-1892
Type of Sample: Per Request
Type of Material: Aggregate
Sample Taken Date: 08/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2023
The quantity of what the sample constitutes: 2 bags Fine aggregate
A brief description of the sample: Fine Aggregates
From where was the sample collected: Supplier
Laboratory sample identification: 23-PCCF-0164
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Folsom Ready Mix
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-45-0061
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: Stockpile
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: fine
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 4
DIME Test ID: 2023-08-25-31-1
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 09/01/2023
Date Tested: 08/30/2023
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
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Fine Aggregate
|
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Total mass of sample tested
|
438.9 grams
|
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Cumulative mass retained on the 3/8 in. sieve
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no data0 grams
|
|
Cumulative mass retained on the #4 sieve
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4.1 grams
|
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Cumulative mass retained on the #8 sieve
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110 grams
|
|
Cumulative mass retained on the #16 sieve
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223.2 grams
|
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Cumulative mass retained on the #30 sieve
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318.6 grams
|
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Cumulative mass retained on the #50 sieve
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384.4 grams
|
|
Cumulative mass retained on the #100 sieve
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415.5 grams
|
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Cumulative mass retained on the #200 sieve
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427.1 grams
|
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Cumulative mass retained on the pan
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438.5 grams
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Cumulative percent passing the 3/8 in. sieve
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100 %
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Cumulative percent passing the #4 sieve
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99.1 %
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Cumulative percent passing the #8 sieve
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74.9 %
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Cumulative percent passing the #16 sieve
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49.1 %
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Cumulative percent passing the #30 sieve
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27.4 %
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Cumulative percent passing the #50 sieve
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12.4 %
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Cumulative percent passing the #100 sieve
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5.3 %
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Cumulative percent passing the #200 sieve
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2.7 %
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Test 2 of 4
DIME Test ID: 2023-08-25-31-2
Test Method: ASTM D2419-09: Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
Verified Date: 09/01/2023
Date Tested: 08/31/2023
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 3 of 4
DIME Test ID: 2023-08-25-31-3
Test Method: ASTM C88-5: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
Verified Date: 08/13/2024
Date Tested: 09/21/2023
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test: 6.0% weighted % loss
Test Result Compliance:
Additional Comments When Verified:
|
What type of solution was used?
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Sodium sulfate
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What was the condition of the solution?
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Freshly prepared
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Mass of sample retained on the #4 sieve (before immersion)
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no data0 grams
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|
Mass of sample retained on the #8 sieve (before immersion)
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100 grams
|
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Mass of sample retained on the #16 sieve (before immersion)
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100.1 grams
|
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Mass of sample retained on the #30 sieve (before immersion)
|
100 grams
|
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Mass of sample retained on the #50 sieve (before immersion)
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100 grams
|
|
Percent loss from sample retained on the No. 4 x 8 sieve (fine)
|
no data0 %
|
|
Percent loss from sample retained on the No. 8 x 16 sieve
|
5 %
|
|
Percent loss from sample retained on the No. 16 x 30 sieve
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3 %
|
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Percent loss from sample retained on the No. 30 x 50 sieve
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7 %
|
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Percent loss from sample retained on the #50 sieve
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12 %
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Test 4 of 4
DIME Test ID: 2023-08-25-31-4
Test Method: ASTM C40-11: Standard Test Method for Organic Impurities in Fine Aggregates for Concrete
Verified Date: 09/01/2023
Date Tested: 08/31/2023
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Does the fine aggregate possibly contain injurious organic impurities?
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No
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