Summary for Test 2021-05-11-1-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 215427 DEA: 101J5204 EFIS: 1019000086 |
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DIST-CO-RTE-PM | 10-STA-5,99-Var |
Award Date | 03/02/2021 |
Closeout Date | 10/05/2022 |
Work Description | CONCRETE BRIDGE DECK OVERLAY AND HMA PAVING. |
Location Description | STANISLAUS COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 02/01/2021) |
Sample Information
Sample Taken Date | 05/11/2021 | Sample Unique Key | 1 |
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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 | 05/11/2021 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 9 tankers | From where was the sample collected | Source |
First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Tikusis |
Title of sampler | Technical Director | Telephone number of sampler | 707-330-9227 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | 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) | 1333620 |
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Batch number | 1333620 | Mix number | 1333620 |
Test Details
DIME Sample ID: 2021-05-11-1
DIME Test ID: 2021-05-11-1-5
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: 2021-05-28
Test Results
Input Type: Measured
Tester's full name: Daniel Tikusis
Date of test: 05/12/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1795 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: 897.5 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1404 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: 702 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1497 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: 748.5 psi
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier results
Test was verified on 5/28/2021 ✔