Summary for Test 2023-02-14-38-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 993169 DEA: 050A0904 EFIS: 0513000028 |
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DIST-CO-RTE-PM | 05-MON-156-R1.4/R2.0 |
Award Date | 12/14/2021 |
Closeout Date | Not set |
Work Description | WIDEN REINFORCED STRUCTURAL CONCRETE BRIDGE & REPLACE BRIDGE RAILING. |
Location Description | MONTEREY COUNTY IN AND NEAR CASTROVILLE FROM 0.3 MILE EAST OF ROUTE 156/183 SEPARATION TO 0.2 MILE EAST OF CASTROVILLE BOULEVARD |
QA Service Level | 1 (Verified on 08/17/2021) |
Sample Information
Sample Taken Date | 02/14/2023 | Sample Unique Key | 38 |
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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 | 02/15/2023 |
Sample type | Quality Assurance | A brief description of the sample | CIDH Wet hole Concrete |
The quantity of what the sample constitutes | 2 - 6 x 12" Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Thad | Last name of sampler or witnessed by | Transue |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Graniterock Salinas | Transportation Laboratory (TL) Number | 115839 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 087722VP |
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The truck number from where the sample was collected | 2363 | The batch plant ticket number from where the sample was collected | na |
Concrete batch plant | Graniterock Salinas Batch | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | CIDH Pile Bent 3 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-02-14-38
DIME Test ID: 2023-02-14-38-1
Testing Lab: CT D05 - Monterey Construction Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-03-14
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Wesley Rider
Date of test: 03/14/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 188460 lb
Maximum load on cylinder 2: 187080 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.07 in^2
Cross sectional area of cylinder 2: 28.07 in^2
Compressive strength (to nearest 10 psi): 6690 psi
General comments (publicly viewable) (Max 1000 characters): 2 - 6 x 12" Cylinders 28 Day break
Test was verified on 3/14/2023 ✔