Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214587 DEA: 101J1604 EFIS: 1018000180
QA Service Level: 1
DIST-CO-RTE-PM: 10-STA-132-27.9/41.0
Work Description: COLD PLANE AC PAVEMENT, RHMA OVERLAY AND SLURRY SEAL.
Location Description: STANISLAUS COUNTY IN AND NEAR WATERFORD FROM G STREET TO 1.2 MILES EAST OF RUSHING ROAD
Contractor Name: George Reed
Contractor Address: PO Box, Greenwood, CA 95635
Resident Engineer: Ranbir Bhullar Structure Rep.: Unknown
DIME Sample ID: 2020-04-15-1
TL Number from the TL Form: C033878
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2020
The quantity of what the sample constitutes: 16 boxes of 1/2" Type A HMA with RAP
A brief description of the sample: Type A HMA with RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Inc
DIME Test ID: 2020-04-15-1-1
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: 04/22/2020
Date Tested: 04/17/2020
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
1526.7 g
|
Corrected Asphalt Binder Content
|
5.23 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.58 %
|
Moisture Content
|
0.23 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
538 F
|
DIME Test ID: 2020-04-15-1-2
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 04/22/2020
Date Tested: 04/17/2020
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Moisture Content
|
0.00 %
|
Percent Change
|
0.2 %
|
DIME Test ID: 2020-04-15-1-3
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: 04/20/2020
Date Tested: 04/17/2020
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.366
|
Bulk Specific Gravity 2
|
2.370
|
Bulk Specific Gravity 3
|
2.366
|
Average Bulk Specific Gravity
|
2.367
|
DIME Test ID: 2020-04-15-1-4
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: 04/20/2020
Date Tested: 04/17/2020
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Water
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of oven-dry sample in air for Sample 1
|
1617.0 grams
|
Mass of sample in water for Sample 1
|
959.0 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.459
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-04-15-1-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/20/2020
Date Tested: 04/17/2020
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
3.8 %
|
Percent Air Voids 2
|
3.6
|
Percent Air Voids 3
|
3.8
|
Percent Air Voids Average
|
3.7
|
DIME Test ID: 2020-04-15-1-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/23/2020
Date Tested: 04/17/2020
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
258 psi
|
Average Wet Tensile Strength
|
177 psi
|
Tensile Strength Ratio
|
68.6
|
DIME Test ID: 2020-04-15-1-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/23/2020
Date Tested: 04/17/2020
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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)
|
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)
|
3.44 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
2.41 mm
|
Stripping Inflection Point (Wheel A)
|
0
|
Stripping Inflection Point (Wheel B)
|
0
|