Summary for Test 2022-04-12-29-5
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 993445 DEA: 101M3504 EFIS: 1020000181 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-132-L0.7/5.8 |
| Award Date | 03/03/2022 |
| Closeout Date | 05/10/2023 |
| Work Description | REPLACE APPROACH SLAB AND PLACE POLYESTER CONCRETE OVERLAY. |
| Location Description | SAN JOAQUIN COUNTY NEAR VERNALIS AT VARIOUS LOCATIONS FROM ROUTE 132 EAST/580 SEPARATION TO ROUTE 132/33 SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 12/13/2021) |
Sample Information
| Sample Taken Date | 04/12/2022 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 04/13/2022 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 11 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 | QC Technician | Telephone number of sampler | 7076245467 |
| Laboratory sample identification | 943107 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | Transportation Laboratory (TL) Number | 943107 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1400038 |
|---|---|---|---|
| Batch number | 1400038 | Mix number | 1400038 |
Test Details
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DIME Sample ID: 2022-04-12-29
DIME Test ID: 2022-04-12-29-5
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: 2022-05-13
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 05/10/2022
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 983 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: 491.5 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1104 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: 552 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 0 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: 0 psi
General comments (publicly viewable) (Max 1000 characters): Only two beams fabricated. Average psi is 522.
Test was verified on 5/13/2022 ✔