Summary for Test 2019-04-05-13-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 212956 DEA: 080R3404 EFIS: 0812000072 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-38-30.9 |
| Award Date | 03/06/2018 |
| Closeout Date | 09/30/2019 |
| Work Description | BRIDGE REHABILITATION AND UPGRADE BRIDGE RAILING TO STANDARDS |
| Location Description | SAN BERNARDINO COUNTY NEAR ANGELUS OAKS AT SANTA ANA RIVER BRIDGERAM |
| QA Service Level | 1 (Verified on 05/09/2018) |
Sample Information
| Sample Taken Date | 04/05/2019 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/05/2019 | Sample type | Quality Assurance |
| A brief description of the sample | polyester | The quantity of what the sample constitutes | 1 gal. |
| From where was the sample collected | Source | First name of sampler or witnessed by | Mike |
| Last name of sampler or witnessed by | Klover | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Supplier | |
| Transportation Laboratory (TL) Number | Vendor submitted | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 087-135 |
|---|---|---|---|
| Batch Number | 00000 | Mix number | 3368 |
Test Details
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DIME Sample ID: 2019-04-05-13
DIME Test ID: 2019-04-05-13-5
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: 2019-04-23
Test Results
Input Type: Measured
Tester's full name: jasdev kumar
Date of test: 04/23/2019
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1000 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: 500 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 648 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: 324 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1358 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: 679 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2019 ✔