Summary for Test 2023-02-21-42-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 215800 DEA: 051N9704 |
---|---|
DIST-CO-RTE-PM | 05-SB-101-8.4/8.8 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Transient Encampment Removal |
Location Description | Summerand Cliffs |
QA Service Level | 1 (Verified on 06/21/2021) |
Sample Information
Sample Taken Date | 02/21/2023 | Sample Unique Key | 42 |
---|---|---|---|
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 | 02/23/2023 |
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 | Quality Control Manager | Telephone number of sampler | 17076245467 |
Laboratory sample identification | 943766 | Linked DIME Sample ID | 943766 |
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) | 1456098 |
---|---|---|---|
Batch number | 1456098 | Mix number | 1456098 |
Test Details
DIME Sample ID: 2023-02-21-42
DIME Test ID: 2023-02-21-42-5
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: 2023-06-30
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 02/28/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1440.6 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: 720.3 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1466.4 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: 733.2 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1602.4 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: 801.2 psi
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 6/30/2023 ✔