Summary for Test 2024-05-16-64-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 995100 DEA: 030L2604 EFIS: 0324000072 |
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DIST-CO-RTE-PM | 03--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 08/28/2023) |
Sample Information
Sample Taken Date | 05/16/2024 | Sample Unique Key | 64 |
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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 testing | 05/17/2024 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can / 9800 RESIN |
The quantity of what the sample constitutes | 2 tankers | From where was the sample collected | Source |
First name of sampler or witnessed by | GILBERTO | Last name of sampler or witnessed by | GONZALEZ |
Title of sampler | Quality Control Manager | Telephone number of sampler | 17076245467 |
Laboratory sample identification | 000066KBP | Linked DIME Sample ID | 000066KBP |
The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | AZ4E00678 |
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Batch number | AZ4E00678 | Mix number | AZ4E00678 |
Test Details
DIME Sample ID: 2024-05-16-64
DIME Test ID: 2024-05-16-64-5
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: 2024-06-18
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 05/23/2024
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1395.08 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: 697.541 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1518.58 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: 759.289 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1480.54 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: 740.272 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 6/18/2024 ✔