Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993664 DEA: 073311U4 EFIS: 0719000098
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-23,101-R3.3/R3.7,0.2/40.8
Work Description: CONSTRUCT GUARDRAILS AND CONCRETE BARRIER.
Location Description: VENTURA COUNTY IN THOUSAND OAKS, CAMARILLO, OXNARD AND VENTURA ON ROUTE 101 FROM THE LOS ANGELES /VENTURA COUNTY LINE TO OLD PACIFIC COAST HIGHWAY AND ON ROUTE 23 FROM ROUTE 23/101 SEPARATION TO HILLCREST DRIVE
Contractor Name: Peterson Chase General Engineering
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Alfred Ira Structure Rep.: Unknown
DIME Sample ID: 2023-11-02-43
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2023
The quantity of what the sample constitutes: 12 BOXES OF HMA
A brief description of the sample: 3/4" HMA-A-SP R15 0.5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0570A-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Sun Valley - Big Rock Creek
DIME Test ID: 2023-11-02-43-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 11/29/2023
Date Tested: 11/11/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples
|
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 1
|
7330.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2570.5 grams
|
Mass of container filled with the sample and water for Sample 1
|
8886.2 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.534
|
Theoretical maximum density at 25°C (77°F)
|
2527 kg/m^3
|
DIME Test ID: 2023-11-02-43-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/29/2023
Date Tested: 11/13/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids
|
2.1 %
|
Percent Air Voids 2
|
2.1 %
|
Percent Air Voids 3
|
1.5 %
|
Percent Air Voids Average
|
1.9 %
|
DIME Test ID: 2023-11-02-43-3
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: 11/29/2023
Date Tested: 11/13/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.482
|
Bulk Specific Gravity 2
|
2.480
|
Bulk Specific Gravity 3
|
2.497
|
Average Bulk Specific Gravity
|
2.486
|
DIME Test ID: 2023-11-02-43-4
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: 11/29/2023
Date Tested: 11/11/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
2159.0 g
|
Corrected Asphalt Binder Content
|
4.53 %
|
Mass Loss
|
109.4 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.40 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.14 %
|
Test Temperature
|
538 C
|