Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2021-03-15-15
TL Number from the TL Form: C849136
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA - A
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-012
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins Batch Plant
DIME Test ID: 2021-03-15-15-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 04/29/2021
Date Tested: 04/13/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-012.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-012
Asphalt Binder Content
|
4.57 %
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
DIME Test ID: 2021-03-15-15-2
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: 04/29/2021
Date Tested: 04/13/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-012.
Test Result Compliance: not applicable
Additional Comments When Verified: Report only.
Number of tests
|
1
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7345.2 grams
|
Mass of oven-dry sample in air for Sample 1
|
2335.1 grams
|
Mass of container filled with the sample and water for Sample 1
|
8765.2 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.552
|
DIME Test ID: 2021-03-15-15-3
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: 04/29/2021
Date Tested: 04/14/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-012.
Test Result Compliance: not applicable
Additional Comments When Verified: Report only.
Bulk Specific Gravity
|
2.461
|
Bulk Specific Gravity 2
|
2.448
|
Bulk Specific Gravity 3
|
2.459
|
Average Bulk Specific Gravity
|
2.456
|
DIME Test ID: 2021-03-15-15-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/29/2021
Date Tested: 04/14/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-012.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-012
Percent Air Voids
|
3.6 %
|
Percent Air Voids 2
|
4.1
|
Percent Air Voids 3
|
3.7
|
Percent Air Voids Average
|
3.8
|
DIME Test ID: 2021-03-15-15-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/30/2021
Date Tested: 04/15/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-012.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-012
Average Dry Tensile Strength
|
182 psi
|
Average Wet Tensile Strength
|
149 psi
|
Tensile Strength Ratio
|
0.82
|
DIME Test ID: 2021-03-15-15-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/30/2021
Date Tested: 04/15/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-012.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-012
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
15000
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
15000
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
3.3 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
5.51 mm
|
Stripping Inflection Point (Wheel A)
|
25000
|
Stripping Inflection Point (Wheel B)
|
25000
|
DIME Test ID: 2021-03-15-15-7
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: 04/15/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-012.
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)
|
3.89 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
6.51 mm
|
Stripping Inflection Point (Wheel A)
|
25000
|
Stripping Inflection Point (Wheel B)
|
25000
|