Summary for Test 2022-03-02-11-6
Test performed: CTM 551-August 2012Project Information
| Project Identifiers | Project ID: 214572 DEA: 034E62U4 EFIS: 0319000068 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50-18.5/24.2 |
| Award Date | 05/04/2020 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY. |
| Location Description | EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD |
| QA Service Level | 1 (Verified on 03/18/2020) |
Sample Information
| Sample Taken Date | 03/02/2022 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 03/02/2022 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 160 Drums | From where was the sample collected | Source |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Tikusis |
| Title of sampler | Technical Director | Telephone number of sampler | 17073309227 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | 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) | 1391706 |
|---|---|---|---|
| Batch number | 1391706 | Mix number | 1391706 |
Test Details
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DIME Sample ID: 2022-03-02-11
DIME Test ID: 2022-03-02-11-6
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: 2022-03-25
Test Results
Input Type: Measured
Tester's full name: Daniel Tikusis
Date of test: 03/06/2022
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1443.7 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: 721.85 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1558 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: 779 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1374 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: 687 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2022 ✔