Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993697 DEA: 022J4504
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-56.0/R60.5
Work Description: PLACE HMA (TYPE A) AND REPLACE AC SURFACING.
Location Description: TEHAMA COUNTY ABOUT 13 MILES EAST OF RED BLUFF FROM 0.7 MILE EAST OF MANTON ROAD TO 2.4 MILES EAST OF PAYNES CREEK BRIDGE
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA. KNIFE RIVER CONSTRUC TION
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-08-17-55
TL Number from the TL Form: 857906
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/17/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 12 boxes of Lime Treated 3/8-inch Type A HMA with 25.0% RAP and virgin PG 58-34 M from Albina – Klamath Falls
From where was the sample collected: Manufacturer
Laboratory sample identification: D79130
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction – Orland Plant (Orland, CA)
DIME Test ID: 2022-08-17-55-1
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: 08/26/2022
Date Tested: 08/18/2022
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: not applicable
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7335.8 grams
|
Mass of oven-dry sample in air for Sample 1
|
1586.4 grams
|
Mass of container filled with the sample and water for Sample 1
|
8290.6 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.512
|
Theoretical maximum density at 25°C (77°F)
|
156.4 lb/ft^3
|
DIME Test ID: 2022-08-17-55-2
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: 08/26/2022
Date Tested: 08/17/2022
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:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
5.58 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.83 %
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2022-08-17-55-3
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: 08/26/2022
Date Tested: 08/18/2022
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: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.360
|
Bulk Specific Gravity 2
|
2.355
|
Bulk Specific Gravity 3
|
2.356
|
Average Bulk Specific Gravity
|
2.357
|
DIME Test ID: 2022-08-17-55-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/26/2022
Date Tested: 08/18/2022
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: VMA = 15.4%,
VFA = 60.1%,
DP = 1.2
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids
|
6.1 %
|
Percent Air Voids 2
|
6.3 %
|
Percent Air Voids 3
|
6.2 %
|
Percent Air Voids Average
|
6.2 %
|
DIME Test ID: 2022-08-17-55-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/26/2022
Date Tested: 08/25/2022
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:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
246 psi
|
Average Wet Tensile Strength
|
208 psi
|
Tensile Strength Ratio
|
0.85
|