Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215157 DEA: 021H5704 EFIS: 0216000036
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-67.8/77.8
Work Description: BURNEY CAPM - PAVEMENT REHABILITATION
Location Description: BUNCH GRASS LOOKOUT RD TO NAPA LN
Contractor Name: JF Shea Constrcution
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Kyle Higgins Structure Rep.: Unknown
DIME Sample ID: 2023-08-15-96
TL Number from the TL Form: 857912
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: 08/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/4-inch RHMA-G (PG 64-16 CR) with virgin PG 64-16 from Valero (Benicia, CA) and WMA (Water Shear Injection)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79328
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
DIME Test ID: 2023-08-15-96-1
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)
Verified Date: 02/22/2024
Date Tested: 01/31/2024
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=7.21%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
3110.1 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5123.1 g
|
Mass of HMA Sample prior to ignition
|
2013.0 g
|
Corrected Asphalt Binder Content
|
7.21 %
|
Mass Loss
|
152.2 g
|
Mass of aggregate remaining after ignition
|
1860.8 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.20 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.15 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-08-15-96-2
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: 02/22/2024
Date Tested: 08/16/2023
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=2.501
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
|
7335.1 grams
|
Mass of oven-dry sample in air for Sample 1
|
2526.2 grams
|
Mass of container filled with the sample and water for Sample 1
|
8851.2 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.501
|
Theoretical maximum density at 25°C (77°F)
|
2493.7 kg/m^3
|
DIME Test ID: 2023-08-15-96-3
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: 02/22/2024
Date Tested: 08/22/2023
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=2.391
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.385
|
Bulk Specific Gravity 2
|
2.392
|
Bulk Specific Gravity 3
|
2.395
|
Average Bulk Specific Gravity
|
2.391
|
DIME Test ID: 2023-08-15-96-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/22/2024
Date Tested: 08/22/2023
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: AASHTO T 269:
Pa=4.4%;
MS-2:
VMA=18.7%,
VFA=76.5%,
DP=0.5
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
4.6 %
|
Percent Air Voids 2
|
4.4 %
|
Percent Air Voids 3
|
4.2 %
|
Percent Air Voids Average
|
4.4 %
|
DIME Test ID: 2023-08-15-96-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/22/2024
Date Tested: 08/31/2023
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=108,
S2=91,
TSR=85%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
108 psi
|
Average Wet Tensile Strength
|
91 psi
|
Tensile Strength Ratio
|
0.84
|
DIME Test ID: 2023-08-15-96-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 02/22/2024
Date Tested: 08/29/2023
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: Nf>15000,
SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature
|
122 F
|
Type and Amount of Anti-Stripping Additive
|
1.0% Lime
|
Stripping Inflection Point (Wheel A)
|
>15000
|
Stripping Inflection Point (Wheel B)
|
>15000
|
Maximum impression at 5000 passes (left wheel)
|
0.96 mm
|
Maximum impression at 5000 passes (right wheel)
|
0.79 mm
|
Average impression at 5000 passes (left/right avg)
|
0.88 mm
|
Maximum impression at 10000 passes (left wheel)
|
1.14 mm
|
Maximum impression at 10000 passes (right wheel)
|
1.1 mm
|
Average impression at 10000 passes (left/right avg)
|
1.12 mm
|
Maximum impression at 15000 passes (left wheel)
|
1.23 mm
|
Maximum impression at 15000 passes (right wheel)
|
1.09 mm
|
Average impression at 15000 passes (left/right avg)
|
1.16 mm
|
Average impression at 20000 passes (left/right avg)
|
no data
|
Average impression at 25000 passes (left/right avg)
|
no data
|