Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214571 DEA: 020J1104 EFIS: 0219000062
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-33.1/42.1
Work Description: PLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION.
Location Description: PLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018
Contractor Name: Dig It Construction
Contractor Address: 803 Lorraine Dr, P.O. Box 494, Chester, CA 96020
Resident Engineer: Jeff Steppat Structure Rep.: Unknown
DIME Sample ID: 2020-06-04-34
TL Number from the TL Form: 733197
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4-inch Type A HMA (PG 64-16) 15.0 RAP, 1.0 Lime
From where was the sample collected: Manufacturer
Laboratory sample identification: D78456
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Cascade Aggregate and Asphalt Products
DIME Test ID: 2020-06-04-34-2
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: 08/20/2020
Date Tested: 06/08/2020
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:
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
|
7338.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2626.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8908.0 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.485
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-06-04-34-4
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: 08/20/2020
Date Tested: 06/08/2020
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:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.344
|
Bulk Specific Gravity 2
|
2.349
|
Bulk Specific Gravity 3
|
2.349
|
Average Bulk Specific Gravity
|
2.347
|
DIME Test ID: 2020-06-04-34-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/20/2020
Date Tested: 06/08/2020
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:
Percent Air Voids
|
5.7 %
|
Percent Air Voids 2
|
5.5
|
Percent Air Voids 3
|
5.5
|
Percent Air Voids Average
|
5.6
|
DIME Test ID: 2020-06-04-34-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 08/20/2020
Date Tested: 06/09/2020
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:
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)
|
2.1 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
1.9 mm
|
Stripping Inflection Point (Wheel A)
|
>25000
|
Stripping Inflection Point (Wheel B)
|
>25000
|
DIME Test ID: 2020-06-04-34-8
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/20/2020
Date Tested: 06/11/2020
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(d1) is wrong.
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
178 psi
|
Average Wet Tensile Strength
|
178 psi
|
Tensile Strength Ratio
|
1
|