Summary for Test 2023-08-30-66-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 994549 DEA: 032G5204 EFIS: 0321000235 |
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DIST-CO-RTE-PM | 03-NEV,PLA,SIE-20,49,80-VAR |
Award Date | 05/22/2023 |
Closeout Date | 05/03/2024 |
Work Description | PLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS. |
Location Description | NEVADA, PLACER AND SIERRA COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
Sample Taken Date | 08/30/2023 | Sample Unique Key | 66 |
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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 | 08/31/2023 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can / 9800 RESIN |
The quantity of what the sample constitutes | 2 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 | Quality Control Manager | Telephone number of sampler | 17076245467 |
Laboratory sample identification | 000008KBP | Linked DIME Sample ID | 000008KBP |
The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | 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) | 1487356 |
---|---|---|---|
Batch number | 1484356 | Mix number | 1487356 |
Test Details
DIME Sample ID: 2023-08-30-66
DIME Test ID: 2023-08-30-66-5
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: 2023-10-11
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 09/13/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1788 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: 894 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1611 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: 805.5 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1523 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: 761.5 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 10/11/2023 ✔