Summary for Test 2024-10-23-65-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 1000284
DEA: 041Y5004
EFIS: 0422000498
DIST-CO-RTE-PM04-SF-280-R2.7/R4.2L
Award Date06/17/2024
Closeout Date06/18/2026
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, AND REPLACE JOINT SEAL.
Location DescriptionTHE CITY AND COUNTY OF SAN FRANCISCO AT VARIOUS LOCATIONS FROM MONTEREY BOULEVARD ON-RAMP OVERCROSSING TO ROUTE 280/101 SEPARATION
QA Service Level1 (Verified on 07/15/2024)

Sample Information

Sample Taken Date10/23/2024 Sample Unique Key65
Date that the sample was received by the laboratory/organization performing the testing10/31/2024 Sample typeQuality Control
A brief description of the sample1 gallon can / PPC 1121 RESIN The quantity of what the sample constitutes10 Tankers
From where was the sample collectedSource First name of sampler or witnessed byGilberto
Last name of sampler or witnessed byGonzalez Title of samplerQuality Control Manager
Telephone number of sampler7076245467 Laboratory sample identification000143KBP
Linked DIME Sample ID000143KBP The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia
Transportation Laboratory (TL) NumberSacramento Caltrans lab Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)AZ4J01628S
Batch NumberAZ4J01628S Mix numberAZ4J01628S

Test Details

DIME Sample ID: 2024-10-23-65
DIME Test ID: 2024-10-23-65-5
Testing Lab: Future Labs, LLC
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Test Release Date: 2025-06-18

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 06/18/2025
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1420 lb
Span length for Sample 1: 9 in
Break location for Sample 1: bond
Specimen defects/notes for Sample 1: no data
Surface type for Sample 1: SSD
Modulus of rupture (R) for Sample 1: 710 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1414 lb
Span length for Sample 2: 9 in
Break location for Sample 2: bond
Specimen defects/notes for Sample 2: no data
Surface type for Sample 2: SSD
Modulus of rupture (R) for Sample 2: 707 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1236 lb
Span length for Sample 3: 9 in
Break location for Sample 3: bond
Specimen defects/notes for Sample 3: no data
Surface type for Sample 3: SSD
Modulus of rupture (R) for Sample 3: 618 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 6/18/2025 ✔