Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214634 DEA: 051M2404 EFIS: 0519000085
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-21.8/22.0
Work Description: Goleta Cross Slope Correction
Location Description:
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E Donovan Road, Santa Maria, CA 93454
Resident Engineer: Kevin Murdock Structure Rep.: Unknown
DIME Sample ID: 2020-01-30-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: 8057463562
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 01/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2020
The quantity of what the sample constitutes: Verification Testing
A brief description of the sample: 1 Bag combined RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland Garey
RAP Source: Garey Stocklpiles
Aggregate Size: Unknown
Aggregate Source: Garey
RAP Stockpile: Static
Stockpile Size (tons): 500, 500
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2020-01-30-18-1
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/03/2020
Date Tested: 02/03/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Total mass of material in the sample
|
1565.2 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
no data
|
|
Cumulative mass retained on the 1 1/2 in. sieve
|
no data0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
no data0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
no data0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
42 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
159.3 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
no data
|
|
Cumulative mass retained on the #4 sieve
|
548.3 grams
|
|
Cumulative mass retained on the #8 sieve
|
810.8 grams
|
|
Cumulative mass retained on the #16 sieve
|
978.7 grams
|
|
Cumulative mass retained on the #30 sieve
|
1117.4 grams
|
|
Cumulative mass retained on the #50 sieve
|
1257.4 grams
|
|
Cumulative mass retained on the #100 sieve
|
1368.9 grams
|
|
Cumulative mass retained on the #200 sieve
|
1439.8 grams
|
|
Cumulative percent passing the 2 in. sieve
|
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
|
97.3 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
89.8 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
no data
|
|
Cumulative percent passing the #4 sieve
|
65 %
|
|
Cumulative percent passing the #8 sieve
|
48.2 %
|
|
Cumulative percent passing the #16 sieve
|
37.5 %
|
|
Cumulative percent passing the #30 sieve
|
28.6 %
|
|
Cumulative percent passing the #50 sieve
|
19.7 %
|
|
Cumulative percent passing the #100 sieve
|
12.5 %
|
|
Cumulative percent passing the #200 sieve
|
8.01 %
|
DIME Test ID: 2020-01-30-18-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 02/12/2020
Date Tested: 01/23/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Air
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Specific Gravity for Sample 1
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2.391
|
|
Theoretical maximum density at 25°C (77°F)
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no data
|
DIME Test ID: 2020-01-30-18-3
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 02/12/2020
Date Tested: 01/23/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What temperature unit is used?
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Fahrenheit
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Test procedure used?
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Method B
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Mass of HMA Sample prior to ignition
|
no data
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Corrected Asphalt Binder Content
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7.74 %
|
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Mass Loss
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no data
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|
Correction Factor (Percent by mass of HMA Specimen)
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no data
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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DIME Test ID: 2020-01-30-18-4
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 02/13/2020
Date Tested: 01/23/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Corrected Asphalt Binder Content
|
5.48 %
|
