Summary for Test 2023-06-06-99-2

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214663
DEA: 081F7304
EFIS: 0815000034
DIST-CO-RTE-PM08-SBD-215-2.7
Award DateNot set
Closeout DateNot set
Work DescriptionREPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA.
Location DescriptionSAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING
QA Service Level1 (Verified on 02/24/2021)

Sample Information

Sample Taken Date06/06/2023 Sample Unique Key99
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 testing06/07/2023
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byDominique Last name of sampler or witnessed byMcGee
Title of samplerQC Field Technician Telephone number of sampler
Laboratory sample identificationSet 1 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameJob site Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier00-0000
Structure name

Material Information

Material TypeConcrete The concrete mix design number1610974
The truck number from where the sample was collectedLoad 3 Truck 10070473 The batch plant ticket number from where the sample was collected0
Concrete batch plant The fabricator/manufacturer designation for the sampleSet 1
A detailed description of where the material sample was collectedAbutment 3 ftg. Truck 10070473, STA 153-10 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-06-06-99
DIME Test ID: 2023-06-06-99-2
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-08-22

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Tristan Fortier
Date of test: 07/04/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 184370 lb
Maximum load on cylinder 2: 188390 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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: 184370 in^2
Cross sectional area of cylinder 2: 188390 in^2
Compressive strength (to nearest 10 psi): 6590 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/22/2023