Summary for Test 2022-03-07-31-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 215709 DEA: 051H4604 EFIS: 0516000077 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-1-63.0 |
| Award Date | 07/07/2021 |
| Closeout Date | 12/14/2023 |
| Work Description | REHAB BRIDGE STRUCTURE AND ELECTROCHEMICAL CHLORIDE EXTRACTION. |
| Location Description | MONTEREY COUNTY ABOUT 11.3 MILES SOUTH OF CARMEL AT GARRAPATA CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/12/2021) |
Sample Information
| Sample Taken Date | 03/07/2022 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 03/01/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 6 cylinders | From where was the sample collected | Other |
| First name of sampler or witnessed by | Spencer | Last name of sampler or witnessed by | Adams |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Concrete Lab | Transportation Laboratory (TL) Number | C683294 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SikaTop 123 Modified |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Mixer | Where the material sample would have been placed if not sampled | |
| From Lot No. | 01212201 | Bag Lot No. | 01212201 |
Test Details
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DIME Sample ID: 2022-03-07-31
DIME Test ID: 2022-03-07-31-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-04-06
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 04/04/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 71780 lb
Maximum load on cylinder 2: 73331 lb
Maximum load on cylinder 3: 78965 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 4
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.76 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 5625.4 psi
Compressive strength of cylinder 2: 5746.9 psi
Compressive strength of cylinder 3: 6188.5 psi
Compressive strength (to nearest 10 psi): 5850 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/6/2022 ✔