Summary for Test 2024-07-09-100-5

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 Date07/09/2024 Sample Unique Key100
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 testing07/10/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes2 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 identification000088KBP Linked DIME Sample ID000088KBP
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)AZ4F00968
Batch numberAZ4F00968 Mix numberAZ4F00968

Test Details

DIME Sample ID: 2024-07-09-100
DIME Test ID: 2024-07-09-100-5
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: 2024-08-05

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: 1056.77 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: 528.384 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 822.78 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: 411.39 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1294.04 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: 647.019 psi
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results

Test was verified on 8/5/2024