Summary for Test 2023-06-21-53-5

Test performed: CTM 551-August 2012

Project Information

Project IdentifiersProject ID: 994637
DEA: 022J9804
EFIS: 0221000155
DIST-CO-RTE-PM02-LAS,PLU,TEH-32,36,70,89,147,299,395-VAR
Award Date05/31/2023
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS.
Location DescriptionLASSEN, PLUMAS, AND TEHAMA COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date06/21/2023 Sample Unique Key53
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 testing06/22/2023
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes36 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 sampler17076245467
Laboratory sample identification943808 Linked DIME Sample ID943808
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

Material Information

Material TypePolyester Mfg. Lot Number(s)1477649
Batch number1477649 Mix number1477649

Test Details

DIME Sample ID: 2023-06-21-53
DIME Test ID: 2023-06-21-53-5
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: 2023-10-16

Test Results


Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 06/29/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1765 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: 882.5 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1625 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: 812.5 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1522 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: 761 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results

Test was verified on 10/16/2023