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Summary for Test 2025-10-06-56-5

Test performed: AASHTO T283-14

Project Information

Project Identifiers	Project ID: 994901 DEA: 112T3434 EFIS: 1120000081
DIST-CO-RTE-PM	11-SD-805-5.1/8.3
Award Date	01/29/2024
Closeout Date	Not set
Work Description	SOUNDWALLS, WIDEN FREEWAY, STRUCTURES, LANDSCAPE AND ELECTRICAL.
Location Description	SAN DIEGO COUNTY IN CHULA VISTA FROM PALOMAR STREET OVERCROSSING TO 0.5 MILE NORTH OF BONITA ROAD UNDERCROSSING
QA Service Level	1 (Verified on 03/21/2024)

Sample Information

Sample Taken Date	10/06/2025	Sample Unique Key	56
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	10/07/2025
Sample type	Production Start-Up	A brief description of the sample	PSU
The quantity of what the sample constitutes	12 boxes	From where was the sample collected	Source
First name of sampler or witnessed by	Mohammed	Last name of sampler or witnessed by	Masud
Title of sampler		Telephone number of sampler
Laboratory sample identification	25-10-06-56-PSU	Linked DIME Sample ID	2025-10-06-57
The fabricator/manufacturer/facility name	Vulcan Otay	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Information

Material Type	Hot Mix Asphalt	HMA Type	Type A HMA
HMA Grading	3/4 inch	Lot number
Sublot number		HMA Mix Number	220200 Otay Val
Binder content (%)	4.7	Virgin binder PG	PG58-16
Design binder PG	PG 64-16	Binder Supplier	Valero
RAP content (%)	22	WMA Additives	No
Antistrip type	None

Test Details

DIME Sample ID: 2025-10-06-56

DIME Test ID: 2025-10-06-56-5

Testing Lab: CT D11 - District 11 Materials Laboratory

Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)

Test Release Date: 2025-11-03

Test Results

Unit system used?: SI Units

Input Type: Measured

Tester's full name: Daniel Smith

Date of test: 10/29/2025

	Wet 1	Wet 2	Wet 3	Dry 1	Dry 2	Dry 3
Specimen Treated	Treated
Diameter	150.0 mm	150.0 mm	150.0 mm	150.0 mm	150.0 mm	150.0 mm
Thickness	95.0 mm	95.0 mm	95.0 mm	95.0 mm	95.0 mm	95.0 mm
Dry Mass in Air	3798.4 g	3778.0 g	3776.4 g	3778.1 g	3775.2 g	3777.7 g
Mass in Water	2185.2 g	2177.4 g	2181.9 g	2179.5 g	2165.3 g	2175.8 g
SSD Mass	3810.0 g	3798.1 g	3796.1 g	3795.5 g	3784.8 g	3792.5 g
Maximum Specific Gravity	2.505	2.505	2.505	2.505	2.505	2.505
Wet SSD Mass (Conditioned)	3877.6 g	3859.3 g	3858.7 g
Wet Mass in Water (Conditioned)	2185.2 g	2177.4 g	2181.9 g
Wet Thickness after conditioning	95.1 mm	95.1 mm	95.1 mm
Absolute Pressure (Manometer)	225 mmHg	225 mmHg	225 mmHg
Wet Partial Pressure (Vacuum Gauge)	0 inHg	0 inHg	0 inHg
Wet Vacuum Saturation Time	5 minutes	5 minutes	5 minutes
Volume	1624.8 cm^3	1620.7 cm^3	1614.2 cm^3	1616.0 cm^3	1619.5 cm^3	1616.7 cm^3
Bulk Specific Gravity	2.338	2.331	2.339	2.338	2.331	2.337
Percent Air Voids	6.7 %	6.9 %	6.6 %	6.7 %	6.9 %	6.7 %
Volume of Air Voids	108.9 cm^3	111.8 cm^3	106.5 cm^3	108.3 cm^3	111.7 cm^3	108.3 cm^3
Minimum Saturated Mass	3874.6 g	3856.3 g	3851.0 g
Maximum Saturated Mass	3885.5 g	3867.4 g	3861.6 g
Volume (Conditioned)	1692.4 cm^3	1681.9 cm^3	1676.8 cm^3
Volume of Absorbed Water	79.2 cm^3	81.3 cm^3	82.3 cm^3
Percent Saturation	73 %	73 %	77 %
Percent Swell	4.2 %	3.8 %	3.9 %
Load	23397 N	26752 N	25151 N	29176 N	36102 N	37049 N
Visual Moisture Damage	1	1	1	1	1	1
Cracked / Broken Aggregate	1	1	1	1	1	1
Soft Aggregate	1	1	1	1	1	1
Tensile Strength	1044 kPa	1194 kPa	1122 kPa	1303 kPa	1613 kPa	1655 kPa
Average Tensile Strength	162 psi			221 psi
Tensile Strength Ratio	0.73

General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi Target DRY > 100 psi

Test was verified on 11/3/2025 ✔