Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995065 DEA: 112N1764
QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-8-R50.3/R96.7
Work Description: MICROSURFACING, SHOULDER BACKING, PAVEMENT MARKING, & INSTALL SIGNS.
Location Description: IMPERIAL COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF BONDS CORNER OVERCROSSING TO 0.2 MILE EAST OF FOURTH AVENUE OVERCROSSING .
Contractor Name: PAVEMENT COATINGS CO.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-03-12-30
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/12/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/13/2026
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMFR
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway
HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 40 API Val
Binder content (%): 0.0
Virgin binder PG: PG 70-10
Design binder PG: PG 70-10
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2026-03-12-30-1
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: 03/25/2026
Date Tested: 03/25/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target 7.50% tested a 7.39 %
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3940.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6003.6 g
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Mass of HMA Sample prior to ignition
|
2062.7 g
|
|
Corrected Asphalt Binder Content
|
7.39 %
|
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Mass Loss
|
151.1 g
|
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Mass of aggregate remaining after ignition
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1911.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
-0.06 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-03-12-30-2
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: 03/25/2026
Date Tested: 03/17/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Does Not Comply to Target Value of 2.435 Gmm . Conducted 2 Rice tests that had the same result of 2.397 Gmm
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
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2554.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8964.5 grams
|
|
Temperature of Water
|
77 °F
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|
Specific Gravity for Sample 1
|
2.397
|
|
Theoretical maximum density at 25°C (77°F)
|
149.2 lb/ft^3
|
DIME Test ID: 2026-03-12-30-3
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: 03/25/2026
Date Tested: 03/17/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target Pucks within 0.20 lower to higher Gmb
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.314
|
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Bulk Specific Gravity 2
|
2.313
|
|
Bulk Specific Gravity 3
|
2.312
|
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Average Bulk Specific Gravity
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2.313
|
DIME Test ID: 2026-03-12-30-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/25/2026
Date Tested: 03/17/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target 5.0% +/- 1.5 % Tested an Avg of 3.5 %
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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3.5 %
|
|
Percent Air Voids 2
|
3.5 %
|
|
Percent Air Voids 3
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3.5 %
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|
Average Percent Air Voids
|
3.5 %
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DIME Test ID: 2026-03-12-30-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/25/2026
Date Tested: 03/24/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target WET > 70 psi DRY > 100 psi
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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|
Average Dry Tensile Strength
|
113 psi
|
|
Average Wet Tensile Strength
|
78 psi
|
|
Tensile Strength Ratio
|
0.69
|
DIME Test ID: 2026-03-12-30-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 03/25/2026
Date Tested: 03/23/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target < 12.7 mm Tested an Avg of 6.19 mm
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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PMLC
|
|
Test Temperature
|
131 F
|
|
Air Void Content for specimen A-1
|
6.5 %
|
|
Air Void Content for specimen A-2
|
6.6 %
|
|
Air Void Content for specimen B-1
|
6.3 %
|
|
Air Void Content for specimen B-2
|
6.4 %
|
|
Stripping Inflection Point (Wheel A)
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>20000
|
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Stripping Inflection Point (Wheel B)
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>20000
|
|
Maximum impression at 5000 passes (left wheel)
|
1.65 mm
|
|
Maximum impression at 5000 passes (right wheel)
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1.52 mm
|
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Average impression at 5000 passes (left/right avg)
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1.59 mm
|
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Maximum impression at 10000 passes (left wheel)
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3.19 mm
|
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Maximum impression at 10000 passes (right wheel)
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3.1 mm
|
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Average impression at 10000 passes (left/right avg)
|
3.15 mm
|
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Maximum impression at 15000 passes (left wheel)
|
4.71 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
4.61 mm
|
|
Average impression at 15000 passes (left/right avg)
|
4.66 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
6.27 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
6.11 mm
|
|
Average impression at 20000 passes (left/right avg)
|
6.19 mm
|
|
Average impression at 25000 passes (left/right avg)
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no data
|
DIME Test ID: 2026-03-12-30-7
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 04/03/2026
Date Tested: 04/02/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Cores
|
4
|
|
Core 1 ID
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1 A 1
|
|
Dry Weight 1
|
1181.3 grams
|
|
Parrafin Coated Weight 1
|
1211.5 grams
|
|
Coated Weight in Water 1
|
636.9 grams
|
|
Theoretical Maximum Density
|
2.397
|
|
Core 2 ID
|
1 A 2
|
|
Dry Weight 2
|
1285 grams
|
|
Parrafin Coated Weight 2
|
1302.2 grams
|
|
Coated Weight in Water 2
|
708.8 grams
|
|
Core 3 ID
|
1 B 1
|
|
Dry Weight 3
|
1091.7 grams
|
|
Parrafin Coated Weight 3
|
1115.3 grams
|
|
Coated Weight in Water 3
|
590.4 grams
|
|
Core 4 ID
|
1 C 1
|
|
Dry Weight 4
|
1235.7 grams
|
|
Parrafin Coated Weight 4
|
1260.1 grams
|
|
Coated Weight in Water 4
|
671.9 grams
|
|
Sublot Relative Compaction
|
91.9 %
|
