Summary for Test 2023-06-27-63-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 994637 DEA: 022J9804 EFIS: 0221000155 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,PLU,TEH-32,36,70,89,147,299,395-VAR |
| Award Date | 05/31/2023 |
| Closeout Date | 07/01/2025 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS. |
| Location Description | LASSEN, PLUMAS, AND TEHAMA COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 07/13/2023) |
Sample Information
| Sample Taken Date | 06/27/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/28/2023 | 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 | 943810 |
| Linked DIME Sample ID | 943810 | 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1478225 |
|---|---|---|---|
| Batch Number | 1478225 | Mix number | 1478225 |
Test Details
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DIME Sample ID: 2023-06-27-63
DIME Test ID: 2023-06-27-63-5
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: 2023-10-16
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 06/30/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1685 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: 842.5 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1595 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: 797.5 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 2169 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: 1084.5 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 10/16/2023 ✔