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Summary for Test 2025-09-22-40-5

Test performed: AASHTO T283-14

Project Information

Project Identifiers	Project ID: 1000852 DEA: 112N1974 EFIS: 1123000094
DIST-CO-RTE-PM	11-IMP-111-23.5/32.1
Award Date	04/16/2025
Closeout Date	Not set
Work Description	COLD PLANE, HMA-A, RHMA-G, MICROSURFACING, & PAVEMENT MARKINGS.
Location Description	IMPERIAL COUNTY NEAR BRAWLEY AND CALIPATRIA AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF ROUTE 78 TO 0.4 MILE SOUTH OF ROUTE 115
QA Service Level	1 (Verified on 05/02/2025)

Sample Information

Sample Taken Date	09/22/2025	Sample Unique Key	40
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	09/25/2025
Sample type	Verification	A brief description of the sample	JMFR
The quantity of what the sample constitutes	12 boxes	From where was the sample collected	Supplier
First name of sampler or witnessed by	Mohammed	Last name of sampler or witnessed by	Masud
Title of sampler	TET	Telephone number of sampler	6199021073
Laboratory sample identification	25-09-22-40-JMFR	Linked DIME Sample ID	2025-09-22-41
The fabricator/manufacturer/facility name	API Gateway	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	1/2 inch	Lot number
Sublot number		HMA Mix Number	39 API Val
Binder content (%)	4.5	Virgin binder PG	PG 70-10
Design binder PG	PG 70-10	Binder Supplier	Valero
RAP content (%)	0	WMA Additives	No
Antistrip type	Lime

Test Details

DIME Sample ID: 2025-09-22-40

DIME Test ID: 2025-09-22-40-5

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	Untreated
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	3797.6 g	3845.1 g	3824.4 g	3828.3 g	3827.2 g	3828.5 g
Mass in Water	2188.4 g	2212.9 g	2207.3 g	2205.5 g	2203.8 g	2204.7 g
SSD Mass	3814.2 g	3856.0 g	3843.3 g	3842.0 g	3844.1 g	3843.6 g
Maximum Specific Gravity	2.511	2.511	2.511	2.511	2.511	2.511
Wet SSD Mass (Conditioned)	3883.2 g	3924.2 g	3906.3 g
Wet Mass in Water (Conditioned)	2188.4 g	2212.9 g	2207.3 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	1625.8 cm^3	1643.1 cm^3	1636.0 cm^3	1636.5 cm^3	1640.3 cm^3	1638.9 cm^3
Bulk Specific Gravity	2.336	2.340	2.338	2.339	2.333	2.336
Percent Air Voids	7.0 %	6.8 %	6.9 %	6.8 %	7.1 %	7.0 %
Volume of Air Voids	113.8 cm^3	111.7 cm^3	112.9 cm^3	111.3 cm^3	116.5 cm^3	114.7 cm^3
Minimum Saturated Mass	3877.3 g	3923.3 g	3903.4 g
Maximum Saturated Mass	3888.6 g	3934.5 g	3914.7 g
Volume (Conditioned)	1694.8 cm^3	1711.3 cm^3	1699.0 cm^3
Volume of Absorbed Water	85.6 cm^3	79.1 cm^3	81.9 cm^3
Percent Saturation	75 %	71 %	73 %
Percent Swell	4.2 %	4.2 %	3.9 %
Load	33798 N	37218 N	36182 N	42129 N	43129 N	43704 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	1508 kPa	1661 kPa	1615 kPa	1882 kPa	1927 kPa	1952 kPa
Average Tensile Strength	231 psi			278 psi
Tensile Strength Ratio	0.83

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

Test was verified on 11/3/2025 ✔