Summary for Test 2019-01-09-3-4
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 213234 DEA: 060V4704 EFIS: 0616000180 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-41,168-Var |
| Award Date | 06/01/2018 |
| Closeout Date | 12/04/2019 |
| Work Description | CONCRETE POLYESTER OVERLAY AND CONSTRUCT APPROACH SLABS. |
| Location Description | FRESNO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 01/09/2019) |
Sample Information
| Sample Taken Date | 01/09/2019 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/09/2019 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 1 tanker & 26 totes |
| From where was the sample collected | Source | First name of sampler or witnessed by | Chris |
| Last name of sampler or witnessed by | Nunes | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Kwik bond and Reichhold |
| Transportation Laboratory (TL) Number | Sacramento Caltrans lab | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1161103 |
|---|---|---|---|
| Batch Number | 1161103 | Mix number | 1161103 |
Test Details
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DIME Sample ID: 2019-01-09-3
DIME Test ID: 2019-01-09-3-4
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: 2019-02-12
Test Results
Input Type: Calculated
Tester's full name: Larry McCrum
Date of test: 02/11/2019
Curing history for Sample 1: 24 hrs
Maximum applied load (P) for Sample 1: 1050 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: 525 psi
Curing history for Sample 2: 24 hrs
Maximum applied load (P) for Sample 2: 925 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: 463 psi
Curing history for Sample 3: 24 hrs
Maximum applied load (P) for Sample 3: 1566 lb
Span length for Sample 3: 9 in
Break location for Sample 3: PCC
Specimen defects/notes for Sample 3: no data
Surface type for Sample 3: SSD
Modulus of rupture (R) for Sample 3: 783 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/11/2019 ✔