Summary for Test 2021-10-11-5-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 215516 DEA: 042Q0604 EFIS: 0418000414 |
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DIST-CO-RTE-PM | 04-SCL-17,101,237,280,880-var |
Award Date | 04/20/2021 |
Closeout Date | 03/27/2023 |
Work Description | PLACE POLYESTER CONCRETE OVERLAY, PLACE HMA, AND REPLACE ACCESS DOORS. |
Location Description | SANTA CLARA COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 03/02/2021) |
Sample Information
Sample Taken Date | 10/11/2021 | Sample Unique Key | 5 |
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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 | 10/11/2021 |
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 | Daniel | Last name of sampler or witnessed by | Tikusis |
Title of sampler | Technical Director | Telephone number of sampler | 707-330-9227 |
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) | 1361245 |
---|---|---|---|
Batch number | 1361245 | Mix number | 1361245 |
Test Details
DIME Sample ID: 2021-10-11-5
DIME Test ID: 2021-10-11-5-5
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: 2021-10-29
Test Results
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 10/29/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1638.52 lb
Span length for Sample 1: 9 in
Break location for Sample 1: PCC
Specimen defects/notes for Sample 1: no data
Surface type for Sample 1: SSD
Modulus of rupture (R) for Sample 1: 819.26 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1619.89 lb
Span length for Sample 2: 9 in
Break location for Sample 2: PCC
Specimen defects/notes for Sample 2: no data
Surface type for Sample 2: SSD
Modulus of rupture (R) for Sample 2: 809.945 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1476.05 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: 738.025 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Supplier Results
Test was verified on 10/29/2021 ✔