Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000089 DEA: 024J8904 EFIS: 0223000084
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-6.0/R12.6
Work Description: RHMA (GAP GRADED) OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TEHAMA COUNTY NEAR PLATINA FROM 3.3 MILES WEST OF VESTAL ROAD TO 2.3 MILES EAST OF DRY CREEK BRIDGE
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Shoukie Alawar Structure Rep.: Unknown
DIME Sample ID: 2024-08-29-52
TL Number from the TL Form: 858132
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2024
The quantity of what the sample constitutes: 16 Boxes 1/2" RHMA-G
A brief description of the sample: 1/2" RHMA-G PG64-16
From where was the sample collected: Manufacturer
Laboratory sample identification: D79700
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction
DIME Test ID: 2024-08-29-52-1
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: 09/17/2024
Date Tested: 09/03/2024
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: Gmm=2.430
Test Result Compliance: not applicable
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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SI 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
|
7332.3 grams
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Mass of oven-dry sample in air for Sample 1
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1547 grams
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Mass of container filled with the sample and water for Sample 1
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8242.7 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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2.43
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Theoretical maximum density at 25°C (77°F)
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2423 kg/m^3
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DIME Test ID: 2024-08-29-52-2
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: 09/17/2024
Date Tested: 09/17/2024
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: Gmb=2.331
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.334
|
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Bulk Specific Gravity 2
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2.328
|
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Bulk Specific Gravity 3
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2.33
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Average Bulk Specific Gravity
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2.331
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DIME Test ID: 2024-08-29-52-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/17/2024
Date Tested: 09/17/2024
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: Pa=4.1
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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4 %
|
|
Percent Air Voids 2
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4.2 %
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Percent Air Voids 3
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4.1 %
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Average Percent Air Voids
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4.1 %
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DIME Test ID: 2024-08-29-52-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/17/2024
Date Tested: 09/17/2024
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: S1=115 psi, S2=113 psi, TSR=98%
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
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115 psi
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Average Wet Tensile Strength
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113 psi
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Tensile Strength Ratio
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0.98
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