Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995524 DEA: 021H3604 EFIS: 0216000040
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-76.8/78.0
Work Description: REPLACE BRIDGE.
Location Description: SISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Nicholas Riddle Structure Rep.: Mike Sears
DIME Sample ID: 2024-10-17-54
TL Number from the TL Form: 851392
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: 10/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/17/2024
The quantity of what the sample constitutes: PSE 16 boxs
A brief description of the sample: 3/4 Type A HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D79760
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc. - Northstate Asphalt (Redding CA)
DIME Test ID: 2024-10-17-54-1
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: 10/31/2024
Date Tested: 10/18/2024
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=2.497
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7332.3 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1557.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8266.2 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.497
|
|
Theoretical maximum density at 25°C (77°F)
|
2489.8 kg/m^3
|
DIME Test ID: 2024-10-17-54-2
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: 10/31/2024
Date Tested: 10/21/2024
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=2.431
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.433
|
|
Bulk Specific Gravity 2
|
2.427
|
|
Bulk Specific Gravity 3
|
2.434
|
|
Average Bulk Specific Gravity
|
2.431
|
DIME Test ID: 2024-10-17-54-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/31/2024
Date Tested: 10/29/2024
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=2.6%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
2.6 %
|
|
Percent Air Voids 2
|
2.8 %
|
|
Percent Air Voids 3
|
2.5 %
|
|
Average Percent Air Voids
|
2.6 %
|
DIME Test ID: 2024-10-17-54-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/31/2024
Date Tested: 10/23/2024
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=128 psi, S2=126 psi, TSR=98%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
128 psi
|
|
Average Wet Tensile Strength
|
126 psi
|
|
Tensile Strength Ratio
|
0.98
|
DIME Test ID: 2024-10-17-54-5
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: 10/31/2024
Date Tested: 10/30/2024
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: Pb=5.25%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3034.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5174.2 g
|
|
Mass of HMA Sample prior to ignition
|
2139.4 g
|
|
Corrected Asphalt Binder Content
|
5.24 %
|
|
Mass Loss
|
131.9 g
|
|
Mass of aggregate remaining after ignition
|
2007.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.79 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
