Summary for Test 2021-10-09-9-4
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 213653 DEA: 044G8204 EFIS: 0413000049 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-10.6/10.8 |
| Award Date | 05/05/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | REPLACE SAN RAFAEL HARBOR BRIDGE (ABC) |
| Location Description | MARIN COUTY, IN SAN RAFAEL, FROM ROUTE 101 NORTHBOUND OFF-RAMP TO 2ND STREET |
| QA Service Level | 1 (Verified on 05/31/2019) |
Sample Information
| Sample Taken Date | 10/09/2021 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 10/09/2021 |
| Sample type | Quality Control | A brief description of the sample | Concrete |
| The quantity of what the sample constitutes | 100 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Ye |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 3372CE |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 198285 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | South side of bridge load 3 at up ramp | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-10-09-9
DIME Test ID: 2021-10-09-9-4
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-04-13
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 10/23/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 61880 lb
Maximum load on cylinder 2: 67340 lb
Maximum load on cylinder 3: 62190 lb
Type of fracture pattern of cylinder 1: 5
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: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength (to nearest 10 psi): 5050 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2022 ✔