Summary for Test 2022-08-31-36-1

Test performed: ASTM C39-10

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 Date08/31/2022 Sample Unique Key36
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 testing09/09/2022
Sample typeQuality Control A brief description of the sample4x8
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byTycos Last name of sampler or witnessed byDeLaney
Title of samplerKleinfelder ASR Telephone number of sampler
Laboratory sample identification1037-2 Linked DIME Sample ID2022-08-31-36
The fabricator/manufacturer/facility nameCemex Transportation Laboratory (TL) Number1
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number1610974
The truck number from where the sample was collected10070827 The batch plant ticket number from where the sample was collected42028260
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedRetaining Wall RW 103 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-08-31-36
DIME Test ID: 2022-08-31-36-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-09-14

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Mendez
Date of test: 09/14/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.02 in
Maximum load on cylinder 1: 62855 lb
Maximum load on cylinder 2: 66240 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: 14 days
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Compressive strength of cylinder 1: 5000.4 psi
Compressive strength of cylinder 2: 5219.9 psi
Compressive strength (to nearest 10 psi): 5110 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/14/2022