Summary for Test 2024-10-09-12-4
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1000601 DEA: 041X7204 EFIS: 0424000430 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-580-6.22/6.22 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/09/2024) |
Sample Information
| Sample Taken Date | 10/09/2024 | Sample Unique Key | 12 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 10/09/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Rapid Strength Concrete from deck pour |
| The quantity of what the sample constitutes | 1.5 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Eric | Last name of sampler or witnessed by | Racadag |
| Title of sampler | Structure Representative | Telephone number of sampler | 5103267457 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | ACC | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | JB3E01H31 | Structure unique identifier | 28-0100 |
| Structure name | Richmond-San Rafael Bridge | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 21005A |
|---|---|---|---|
| The truck number from where the sample was collected | 24 7840 | The batch plant ticket number from where the sample was collected | 24 7840 |
| Concrete batch plant | ACC Volumetric Mixer | The fabricator/manufacturer designation for the sample | CTS - 1" x #4 |
| A detailed description of where the material sample was collected | Pier 21.7 Upper Deck | Where the material sample would have been placed if not sampled | bridge deck |
| From Lot No. | JB3E01H31 | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-10-09-12
DIME Test ID: 2024-10-09-12-4
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-11-13
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Nikhil Moon
Date of test: 11/12/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 67500 lb
Maximum load on cylinder 2: 62598 lb
Maximum load on cylinder 3: 58450 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0.97
Correction factor for cylinder 2: 0.99
Correction factor for cylinder 3: 0.99
Age of specimen: 34 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 5208.8 psi
Compressive strength of cylinder 2: 4930.2 psi
Compressive strength of cylinder 3: 4603.5 psi
Compressive strength (to nearest 10 psi): 4910 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/13/2024 ✔