Sample Record for 2022-04-19-15
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993236 DEA: 051K0504 EFIS: 0518000114
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-1-55.7/55.9
Work Description: CONSTRUCT EARTH RETAINING SYSTEM WITH CIDH PILE & STRUCTURAL CONCRETE.
Location Description: MONTEREY COUNTY NEAR LITTLE SUR RIVER FROM 0.4 MILE SOUTH OF LITTLE SUR RIVER BRIDGE TO 0.2 MILE SOUTH OF LITTLE SUR RIVER BRIDGE
Contractor Name: GORDON N BALL INC
Contractor Address: 333 CAMILLE AVENUE, ALAMO CA 94507
Resident Engineer: Arashdeep (Art) Pannu Structure Rep.: David Galarza
Sample Information
DIME Sample ID: 2022-04-19-15
TL Number from the TL Form: 0419221
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 04/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2022
The quantity of what the sample constitutes: 160 tons
A brief description of the sample: 3/4" HMA-SP-A-WMA-R15% PG64-10 SJR
From where was the sample collected: Source
Laboratory sample identification: 0419221000
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Salinas Batch
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-27-0028/91-24-0009/91-27-0005
The fabricator's/manufacturer's product name for the sample: 1580
The fabricator/manufacturer designation for the sample: HMA Type A
The plant number:
A detailed description of where the material sample was collected: Hot Bins batch plant
Where the material sample would have been placed if not sampled: Deep Lift Shoulder
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: 1
Sublot number: 1
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2022-04-19-15-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/19/2022
Date Tested: 04/19/2022
Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Organization Address: 1529 Salinas Highway,
Organization City: Monterey
Organization State: CA
Organization Zipcode: 93940
Organization Email: wesley.rider@dot.ca.gov
Organization Phone: (831) 818-0254
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What type of gradation is being tested?
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HMA Gradation
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Cumulative percent passing the 1 1/2 in. sieve
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0 %
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Cumulative percent passing the 1 in. sieve
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0 %
|
|
Cumulative percent passing the 3/4 in. sieve
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99 %
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Cumulative percent passing the 1/2 in. sieve
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91 %
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Cumulative percent passing the 3/8 in. sieve
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82 %
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Cumulative percent passing the #4 sieve
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58 %
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Cumulative percent passing the #8 sieve
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41 %
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Cumulative percent passing the #16 sieve
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31 %
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Cumulative percent passing the #30 sieve
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20 %
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Cumulative percent passing the #50 sieve
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11 %
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Cumulative percent passing the #100 sieve
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5 %
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Cumulative percent passing the #200 sieve
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2.9 %
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Test 2 of 2
DIME Test ID: 2022-04-19-15-2
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 04/19/2022
Date Tested: 04/19/2022
Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Organization Address: 1529 Salinas Highway,
Organization City: Monterey
Organization State: CA
Organization Zipcode: 93940
Organization Email: wesley.rider@dot.ca.gov
Organization Phone: (831) 818-0254
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
