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Sample Record for 2025-10-30-83

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1001222 DEA: 042Y5204 EFIS: 0423000124 QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-84-R27.7/R29.2
Work Description: COLD PLANE AC PAVEMENT AND OVERLAY WITH RHMA.
Location Description: SAN MATEO COUNTY IN MENLO PARK ON ROUTE 84 FROM ROUTE 114 TO DUMBARTON BRIDGE AND ON WILLOW ROAD AT ROUTE 114/101 SEPARATION
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: Unknown
Resident Engineer: Ethan Malonzo Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-10-30-83
TL Number from the TL Form: SJ-103025-1
Sample Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Sample Organization Contact: (510) 507-3456
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/14/2025
The quantity of what the sample constitutes: 22 Boxes RHMA
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: D04-SE-25-085
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta-Sunol Plant

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 16
HMA Mix Number: 64S4BV 25W4C 8396
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test

DIME Test ID: 2025-10-30-83-1
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)
Submitted By Organization: BSK Associates
Organization Address: 399 Lindbergh Avenue,
Organization City: Livermore
Organization State: CA
Organization Zipcode: 94551
Organization Email: cmelo@bskassociates.com
Organization Phone: (925) 765-9483
Data has not been verified.

Test

DIME Test ID: 2025-10-30-83-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Submitted By Organization: BSK Associates
Organization Address: 399 Lindbergh Avenue,
Organization City: Livermore
Organization State: CA
Organization Zipcode: 94551
Organization Email: cmelo@bskassociates.com
Organization Phone: (925) 765-9483
Data has not been verified.

Test

DIME Test ID: 2025-10-30-83-3
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/26/2026
Date Tested: 03/10/2026
Submitted By Organization: BSK Associates
Organization Address: 399 Lindbergh Avenue,
Organization City: Livermore
Organization State: CA
Organization Zipcode: 94551
Organization Email: cmelo@bskassociates.com
Organization Phone: (925) 765-9483
General Comments for this Test: Wet=95.5 psi, Dry=121.8 psi, TSR= 78%
Test Result Compliance:
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 121.8 psi
Average Wet Tensile Strength 95.5 psi
Tensile Strength Ratio 0.78

Test

DIME Test ID: 2025-10-30-83-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Submitted By Organization: BSK Associates
Organization Address: 399 Lindbergh Avenue,
Organization City: Livermore
Organization State: CA
Organization Zipcode: 94551
Organization Email: cmelo@bskassociates.com
Organization Phone: (925) 765-9483
Data has not been verified.