Summary for Test 2025-07-28-34-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 1000139
DEA: 010L9604
EFIS: 0122000068
DIST-CO-RTE-PM01-MEN-101,253-VAR
Award Date05/02/2024
Closeout DateNot set
Work DescriptionPOLYESTER CONCRETE OVERLAY, HMA-A, COLD PLANE ASPHALT CONCRETE. (PROJECT NAME: SOUTH AREA BRIDGE 23-24)
Location DescriptionMENDOCINO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/07/2024)

Sample Information

Sample Taken Date07/28/2025 Sample Unique Key34
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 testing07/29/2025
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 identification000170KBP Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number25-128
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)AZ5G00892S
Batch numberAZ5G00892S Mix numberAZ5G00892S

Test Details

DIME Sample ID: 2025-07-28-34
DIME Test ID: 2025-07-28-34-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
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: 2025-08-13

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 07/31/2025
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1070 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: 535 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1194 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: 597 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1116 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: 558 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 8/13/2025