Summary for Test 2022-07-21-70-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 993869 DEA: 061E1904 EFIS: 0621000224 |
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DIST-CO-RTE-PM | 06-FRE,TUL-41,137,168-Var |
Award Date | 07/21/2022 |
Closeout Date | 02/26/2024 |
Work Description | BRIDGE DECK SURFACING AND POLYESTER CONCRETE OVERLAY. |
Location Description | FRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 06/06/2022) |
Sample Information
Sample Taken Date | 07/21/2022 | Sample Unique Key | 70 |
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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 | 07/22/2022 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 14 Totes | 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 | 943757 | Linked DIME Sample ID | 943757 |
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) | 1420682 |
---|---|---|---|
Batch number | 1420682 | Mix number | 1420682 |
Test Details
DIME Sample ID: 2022-07-21-70
DIME Test ID: 2022-07-21-70-5
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: 2023-03-29
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 11/18/2022
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1540.4 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: 770.2 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1627 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: 813.5 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1470 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: 735 psi
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 3/29/2023 ✔