Summary for Test 2024-06-26-103-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 995445
DEA: 043W5204
EFIS: 0421000384
DIST-CO-RTE-PM04-ALA-580,680,880-VAR
Award Date01/24/2024
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEAL.
Location DescriptionALAMEDA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 11/16/2023)

Sample Information

Sample Taken Date06/26/2024 Sample Unique Key103
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 testing06/28/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes34 Totes 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 identification000087KBP Linked DIME Sample ID000087KBP
The fabricator/manufacturer/facility nameKwik Bond Polymers Transportation Laboratory (TL) Number
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)AZ4F00956T
Batch numberAZ4F00956T Mix numberAZ4F00956T

Test Details

DIME Sample ID: 2024-06-26-103
DIME Test ID: 2024-06-26-103-5
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: 2024-08-01

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 07/17/2024
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 780.962 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: 390.481 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1463.86 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: 731.93 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1491.39 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: 745.695 psi
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results

Test was verified on 8/1/2024