Summary for Test 2023-03-07-20-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 993401 DEA: 11430494 EFIS: 1118000262 |
---|---|
DIST-CO-RTE-PM | 11-IMP-8-R96.8 |
Award Date | 09/01/2022 |
Closeout Date | 02/28/2024 |
Work Description | REHABILITATE BRIDGE DECK, SLABS, BEARING PADS, JOINT SEALS & OVERLAY. |
Location Description | IMPERIAL COUNTY NEAR WINTERHAVEN AT COLORADO RIVER VIADUCT BRIDGE NO. 58-0312 L/R |
QA Service Level | 1 (Verified on 11/30/2021) |
Sample Information
Sample Taken Date | 03/07/2023 | Sample Unique Key | 20 |
---|---|---|---|
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 | 03/08/2023 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 10 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 | 943768 | Linked DIME Sample ID | 943768 |
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) | 1458509 |
---|---|---|---|
Batch number | 1458509 | Mix number | 1458509 |
Test Details
DIME Sample ID: 2023-03-07-20
DIME Test ID: 2023-03-07-20-5
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: 2023-05-17
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 03/14/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1256.8 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: 628.4 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1382 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: 691 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1548.2 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: 774.1 psi
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 5/17/2023 ✔