Sample Record for 2021-03-17-39
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214492 DEA: 033F5404 EFIS: 0313000136
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99,160-4.5/5.7,R44.5
Work Description: FURNISH PRECAST PRESTRESSED CONCRETE SLAB & PLACE STRUCTURAL CONCRETE.
Location Description: SACRAMENTO COUNTY NEAR GALT ON ROUTE 99 FROM NORTH OF MINGO ROAD TO SOUTH OF ARNO ROAD OVERCROSSING AND IN SACRAMENTO ON ROUTE 160 AT AMERICAN RIVER BRIDGE
Contractor Name: BROSAMER & WALL, INC.
Contractor Address: 5000 Marsh Drive, Suite 300, Conord, CA 94520
Resident Engineer: Mohssen Ghassemi Structure Rep.: Chris Quon
Sample Information
DIME Sample ID: 2021-03-17-39
TL Number from the TL Form: C 849137
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/17/2021
The quantity of what the sample constitutes: 12 Boxes HMA-SP, JMF Verification
A brief description of the sample: 1/2" HMA - A (SP)
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-014
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins Batch Plant
Material Information
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2021-03-17-39-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
This test has been superseded on 06/15/2021.
Reason: corrected
Test 2 of 8
DIME Test ID: 2021-03-17-39-2
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: 06/14/2021
Date Tested: 05/21/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-014.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-014
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
|
7347.1 grams
|
Mass of oven-dry sample in air for Sample 1
|
1845.6 grams
|
Mass of container filled with the sample and water for Sample 1
|
8466.3 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.541
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 3 of 8
DIME Test ID: 2021-03-17-39-3
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: 06/14/2021
Date Tested: 05/24/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-014.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-014
Bulk Specific Gravity
|
2.427
|
Bulk Specific Gravity 2
|
2.432
|
Bulk Specific Gravity 3
|
2.434
|
Average Bulk Specific Gravity
|
2.431
|
Test 4 of 8
DIME Test ID: 2021-03-17-39-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/14/2021
Date Tested: 05/24/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-014. Jeff Herbert
Test Result Compliance: complies
Additional Comments When Verified: JMF21-014
Percent Air Voids
|
4.5 %
|
Percent Air Voids 2
|
4.3
|
Percent Air Voids 3
|
4.2
|
Percent Air Voids Average
|
4.3
|
Test 5 of 8
DIME Test ID: 2021-03-17-39-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/14/2021
Date Tested: 05/25/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-014.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-014
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
188 psi
|
Average Wet Tensile Strength
|
141 psi
|
Tensile Strength Ratio
|
0.75
|
Test 6 of 8
DIME Test ID: 2021-03-17-39-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
This test has been superseded on 06/29/2021.
Reason: corrected
Test 7 of 8
DIME Test ID: 2021-03-17-39-7
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: 06/29/2021
Date Tested: 05/21/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-014. Benjamin Dreher
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
no data
|
Mass of the specimen and specimen basket assembly prior to ignition
|
no data
|
Mass of HMA Sample prior to ignition
|
1883.9 g
|
Corrected Asphalt Binder Content
|
5.17 %
|
Mass Loss
|
no data
|
Mass of aggregate remaining after ignition
|
1779.7 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.36 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
1000.4 F
|
Test 8 of 8
DIME Test ID: 2021-03-17-39-8
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 06/29/2021
Date Tested: 05/25/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-014.
Test Result Compliance: complies
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
25000
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
25000
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
3.9 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
3.89 mm
|
Stripping Inflection Point (Wheel A)
|
25000
|
Stripping Inflection Point (Wheel B)
|
25000
|