Summary for Test 2022-02-08-56-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 215577 DEA: 060Y6904 EFIS: 0619000207 |
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DIST-CO-RTE-PM | 06-FRE,TUL-41,99,168,180,198-Var |
Award Date | 05/19/2021 |
Closeout Date | 10/24/2022 |
Work Description | FURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE DECK. |
Location Description | FRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 03/22/2021) |
Sample Information
Sample Taken Date | 02/08/2022 | Sample Unique Key | 56 |
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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 | 02/09/2022 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
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 | QC Technician | Telephone number of sampler | 7076245467 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | Transportation Laboratory (TL) Number | 943106 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 1386664 |
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Batch number | 1386664 | Mix number | 1386664 |
Test Details
DIME Sample ID: 2022-02-08-56
DIME Test ID: 2022-02-08-56-5
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: 2022-05-13
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 04/29/2022
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1092 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: 546 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1194 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: 597 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 0 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: 0 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results. Only two samples tested. Average psi is 572.
Test was verified on 5/13/2022 ✔