Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-6.0/14.6
Work Description: REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location Description: LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Tim Crosby Structure Rep.: Jeff Rothgery
DIME Sample ID: 2022-06-28-39
TL Number from the TL Form: 896415
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/28/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/05/2022
The quantity of what the sample constitutes: 4000 tons / 12000 total (Air void content at 1 per 25000 tons minimum)
A brief description of the sample: Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.0% RAP and virgin PG 58-34 M from Marathon - Fernley
From where was the sample collected: Manufacturer
Laboratory sample identification: D79070
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)
DIME Test ID: 2022-06-28-39-1
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: 07/11/2022
Date Tested: 07/06/2022
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:
|
Number of tests
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1
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What is the unit of measurement for theoretical density?
|
US Units
|
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Mass Determination
|
Air
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|
Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water
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7335.7 grams
|
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Mass of oven-dry sample in air for Sample 1
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2573.5 grams
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Mass of container filled with the sample and water for Sample 1
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8869.5 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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2.475
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Theoretical maximum density at 25°C (77°F)
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154.1 lb/ft^3
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DIME Test ID: 2022-06-28-39-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 07/11/2022
Date Tested: 07/06/2022
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:
|
Bulk Specific Gravity
|
2.377
|
|
Bulk Specific Gravity 2
|
2.378
|
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Bulk Specific Gravity 3
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2.379
|
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Average Bulk Specific Gravity
|
2.378
|
DIME Test ID: 2022-06-28-39-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/11/2022
Date Tested: 07/07/2022
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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Percent Air Voids
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4.0 %
|
|
Percent Air Voids 2
|
3.9 %
|
|
Percent Air Voids 3
|
3.9 %
|
|
Percent Air Voids Average
|
3.9 %
|
