Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214589 DEA: 020J1604
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-284-0.0/8.3
Work Description: PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location Description: PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24339 STATE HIGHWAY 89 N.;, BURNEY CA 96013
Resident Engineer: Structure Rep.: Unknown
DIME Sample ID: 2020-04-28-20
TL Number from the TL Form: 733186
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/28/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Fine RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78413B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake Plant, Litchfield, CA
RAP Source: Ward Lake
Aggregate Size: 3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2020-04-28-20-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 06/19/2020
Date Tested: 05/02/2020
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: complies
Additional Comments When Verified:
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Test procedure used?
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Method A
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Mass of HMA prior to ignition
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1575.6 g
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|
Corrected Asphalt Binder Content
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7.12 %
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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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0.00 %
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Moisture Content
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0.00 %
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|
Temperature Compensation Factor
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no data
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Test Temperature
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1000 F
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DIME Test ID: 2020-04-28-20-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/19/2020
Date Tested: 05/02/2020
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:
|
Does this test use 1/4 sieve?
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Yes
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|
Is an aggregate correction factor used?
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No
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Total mass of material in the sample
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1468 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1 1/2 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
13.7 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
228.9 grams
|
|
Cumulative mass retained on the #4 sieve
|
401.3 grams
|
|
Cumulative mass retained on the #8 sieve
|
713.2 grams
|
|
Cumulative mass retained on the #16 sieve
|
907.0 grams
|
|
Cumulative mass retained on the #30 sieve
|
1039.2 grams
|
|
Cumulative mass retained on the #50 sieve
|
1150.9 grams
|
|
Cumulative mass retained on the #100 sieve
|
1241.8 grams
|
|
Cumulative mass retained on the #200 sieve
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1300.7 grams
|
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Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
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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
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100 %
|
|
Cumulative percent passing the 3/8 in. sieve
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99.1 %
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|
Cumulative percent passing the 1/4 in. sieve
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84.4 %
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|
Cumulative percent passing the #4 sieve
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72.7 %
|
|
Cumulative percent passing the #8 sieve
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51.4 %
|
|
Cumulative percent passing the #16 sieve
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38.2 %
|
|
Cumulative percent passing the #30 sieve
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29.2 %
|
|
Cumulative percent passing the #50 sieve
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21.6 %
|
|
Cumulative percent passing the #100 sieve
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15.4 %
|
|
Cumulative percent passing the #200 sieve
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11.4 %
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DIME Test ID: 2020-04-28-20-3
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: 06/19/2020
Date Tested: 05/04/2020
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: complies
Additional Comments When Verified:
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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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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7338.0 grams
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Mass of oven-dry sample in air for Sample 1
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1522.0 grams
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Mass of container filled with the sample and water for Sample 1
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8243.0 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.468
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Theoretical maximum density at 25°C (77°F)
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no data
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