Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2016-10-20-6
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Sample Organization Contact: (916) 227-7071
Type of Sample: Annual Source Testing
Type of Material: Cementitious
Sample Taken Date: 10/20/2016
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2016
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Type III Cement
From where was the sample collected: Source
Laboratory sample identification: CM165658
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Lehigh Tehachapi
DIME Test ID: 2016-10-20-6-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/20/2019
Date Tested: 11/08/2016
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: 1 day break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
3533.25 psi
|
Compressive strength of 2nd specimen (psi)
|
3403.75 psi
|
Compressive strength of 3rd specimen (psi)
|
3812.75 psi
|
Average Compressive strength (to nearest 10 psi)
|
3580 psi
|
DIME Test ID: 2016-10-20-6-3
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/20/2019
Date Tested: 11/10/2016
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: 3 day break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
4354.5 psi
|
Compressive strength of 2nd specimen (psi)
|
5180.25 psi
|
Compressive strength of 3rd specimen (psi)
|
4870 psi
|
Average Compressive strength (to nearest 10 psi)
|
4800 psi
|
DIME Test ID: 2016-10-20-6-4
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 03/20/2019
Date Tested: 11/08/2016
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Specific gravity
|
3.14
|
Water Content
|
256 mL
|
The amount of flow (In percent)
|
83 %
|
The amount of water used (In percent)
|
73.14 %
|
Net Weight of Sample
|
848.0 grams
|
Air Content
|
5 %
|
DIME Test ID: 2016-10-20-6-5
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 03/20/2019
Date Tested: 11/04/2016
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Type of Water Used
|
Potable
|
Time in minutes of last penetration greater than 25mm (E)
|
85 min
|
Time in minutes of first penetration less than 25mm (H)
|
90 min
|
Penetration reading at time E
|
26 mm
|
Penetration reading at time H
|
24 mm
|
Initial time of setting
|
88 min
|
Final time of setting
|
90 min
|
Method Used
|
Test Method A
|